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Accepted Manuscript Title: Development of an experimental set-up for dynamic force measurements during impact and perforation, coupling to numerical simulations Author: W.Z. Zhong, I.A. Mbarek, A. Rusinek, R. Bernier, T. Jankowiak, G. Sutter PII: DOI: Reference:

S0734-743X(16)30011-2 http://dx.doi.org/doi: 10.1016/j.ijimpeng.2016.01.006 IE 2638

To appear in:

International Journal of Impact Engineering

Received date: Revised date: Accepted date:

15-4-2015 5-11-2015 15-1-2016

Please cite this article as: W.Z. Zhong, I.A. Mbarek, A. Rusinek, R. Bernier, T. Jankowiak, G. Sutter, Development of an experimental set-up for dynamic force measurements during impact and perforation, coupling to numerical simulations, International Journal of Impact Engineering (2016), http://dx.doi.org/doi: 10.1016/j.ijimpeng.2016.01.006. This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.

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Development of an Experimental Set-up for Dynamic Force Measurements

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during Impact and Perforation, coupling to Numerical Simulations

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W.Z. Zhong1, I.A. Mbarek2, A. Rusinek2, R. Bernier2, T. Jankowiak3, G. Sutter4

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1 Route d’Ars Laquenexy, 57078 Metz, France

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Institute of Systems Engineering, China Academy of Engineering Physics, 621999, Mianyang, China

National Engineering School of Metz (ENIM), Laboratory of Mechanics, Biomechanics, Polymers and Structures,

Institute of Structural Engineering, Poznan University of Technology, Piotrowo 5, 60-965 Poznań, Poland

LEM3, UMR 7239, Lorraine University, Ile du Saulcy 57045 Metz Cedex 1, France

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Corresponding author : A. Rusinek

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E-mail: [email protected]

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Telephone: +33 387346930

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Highlights A specific device has been developed to define more quantities during perforation tests. Actually thanks to the new set-up, it is possible to define:

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 The initial impact velocity V0  The residual velocity VR  The ballistic limit is reached VB  The global resistance force history F(t) as well as the resistance force evolution as function of the initial impact velocity F(V0)

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 The failure pattern depending on the projectile shape.

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Abstract: Quasi-static tension and dynamic compression experiments on S235JR mild steel were

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performed using a screw-driven machine and a split Hopkinson pressure bar (SHPB) device. A

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wide range of strain rates from 10-4 to 2500 s-1 has been covered during experiments. The

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Johnson-Cook constitutive relation was adopted to describe the material visco-plastic behaviour.

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Ballistic impact experiments on S235JR plates with conical-nose shaped projectile were carried

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out using pneumatic gas gun having different impact velocities varying from 49 to 181 m/s. A new

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experimental set-up allowing resistance force measurement during impact and perforation was

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developed. Different impact velocities and thicknesses were evaluated during ballistic experiments.

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All the projectiles are 12.8 mm in diameter and 28g in weight. The ballistic impact device is

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equipped with laser sensors for velocities measurements and piezoelectric sensors for dynamic

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force measurement. Based on numerical and experimental investigations, the ballistic properties

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and failure modes of the material have been studied. The finite element code ABAQUS/Explicit

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was used to simulate the perforation process but also to have a better understanding of the

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measurement. A good agreement between experiments and numerical results has been observed in

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terms of ballistic curves, failure patterns, resistance force as well as the energy balance.

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Keywords: ballistic impact, sheet steel, resistance force, dynamic failure, numerical simulation.

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1 Introduction

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Ballistic behaviour of thin metal plates is paid close attention in military and civil protection

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field recently [1,2,3]. The ballistic impact problems were mainly focused on military interest. The

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perforation and penetration of thin plate structures have become more interesting in transport and

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aerospace fields. For instance, the automobile manufacturing industry, the ship hull manufacturing,

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aviation and spacecraft designing [4,5,6].The ballistic properties are strongly related to the

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material behaviour under dynamic loading and to the interaction between the projectile and the

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thin steel target during perforation process. Thus, in order to improve ballistic curves prediction,

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many dynamic constitutive relations have been improved and modified by several researchers

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[7-13]. For instance, Johnson and Cook [7] proposed a dynamic constitutive relation based on a

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phenomenological approach. The model has been frequently used in impact and perforation

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problems analysis thanks to its simplicity, namely its five parameters to describe the

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thermo-viscoplastic behaviour of the material. Verleysen[8] investigated effect of strain rate on the

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forming behaviour of sheet metals and describe the materials’ stress-strain curves using

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Johnson-Cook model. Ericeand Gálvez [9] presented a coupled elastoplastic-damage constitutive

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model to simulate failure behaviour of inconel plates. Rusinek and Rodríguez-Martínez [10]

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provided two extensions of the Rusinek-Klepaczko constitutive relation in order to define the

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behaviour of Aluminium alloys at wide ranges of strain rate and temperature. Dey [11] and Børvik

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[12] studied the influence of a modified Johnson-Cook constitutive relation using numerical

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simulations of the perforation of steel plates. The thermoelastic-thermoviscoplastic constitutive

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models used in the simulation of the penetration and perforation process are discussed by Kane

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[13] and Voyiadjis [14].

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In ballistic impact experiments, the projectile nose shape and itsdiameter, the impact conditions ,

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the projectile velocity, the thickness of the target and the boundary conditions are very important

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parameters which are mainly taken into account to analyze the resistance of the target against

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impact and perforation as well as the fracture behaviour [15,16,17]. Chen and Li [18] studied the

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oblique perforation of thick metallic plates with rigid projectiles having different nose shapes.

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Kpenyigba [19] and Rusinek [20] studied the influence of the projectile nose shape (conical, blunt

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and hemispherical nose-shaped projectiles) and its diameter on the ballistic properties and the

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failure modes of thin steel targets. Many advanced optical measuring facilities and

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precise instruments are usually used to measure the initial and residual velocities of the projectile

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and to better analyze the target failure mechanisms [21,22,23]. Grytten and Fagerholt [20]

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developed a new optical system using structured light for full-field continuous measurements of

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the out-of-plane deformation during perforation experiments. To analyze the mechanical

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behaviour of tempered bainitic steel, microstructural and fractographical examinations were

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carried out on small samples taken from the perforated region by Atapek and Karagoz [21]. Some

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multi-layered plates were also considered to investigate about the resistance of the targets against

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perforation as well as the energy absorbed by the target during the perforation process. Dey and

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Teng [24] studied the resistance against ballistic perforation of double-layered steel plates

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impacted by blunt and ogival nose-shaped projectiles. Flores-Johnson and Saleh [25] investigated

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about the ballistic performance of monolithic, double-and triple-layered metallic plates. It was

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found that monolithic plates have a better ballistic performance than that of multi-layered plates.

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The finite element method with explicit time integration procedure is an effective technique to

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predict the ballistic response of a target impacted by a projectile [26,27]. It is an economic and

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convenient approach which is commonly used to well analyze the impact process and to improve

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the researches about perforation issues. Numerical simulations are also an effective supplement for

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theoretical and experimental investigations which were carried out to analyze the dynamic

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behavior of impacted structures [28,29,30,31]. Recently, finite element analysis has been used by

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many researchers to simulate perforation problems. Rodríguez-Martínez and Arias [32,33] carried

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out a numerical study on the perforation of thin steel plates impacted by projectiles having

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different nose shapes. The predictedballistic limit and the failure time were in agreement with

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experimental results. Swaddiwudhipong and Islamb [34] adopted coupled SPH-FEM to simulate

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the high velocity perforation of steel and Aluminum plates. Rosenberg and Dekel [35] simulated

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numerically the perforation of ductile plates by sharp-nosed rigid projectiles, and distinguished

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between dishing and hole enlargement processes which are the main perforation mechanisms for

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thin and thick plates, respectively. Deb and Raguraman [36] described the impact behavior of

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jacketed projectiles on steel armour plates and pointed that the proper choice of the contact

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algorithm, the element size as well as the strain rate-dependent material properties is very

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important to predict precisely the residual velocity of the projectile.

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Although more and more researches are focused on the ballistic impact field, several

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publications are discussing the high strength material penetration problems at high impact

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velocities. Less attention is paid to the measurement of the global force induced by the projectile

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on the target during impact and perforation. Several relatively low strength materials, such as low

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carbon steel and Aluminum alloys etc, are widely applied in automobiles manufacturing industry

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and in aeronautic industry. For instance, non-alloyed structural steel S235JRhas a low strength but

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a good ductility thanks to which, the S235JR is widely applied in engineering structures

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nowadays.

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This paper presents quasi-static and dynamic experimental analysis of the mechanical properties

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of the S235JR mild steel. The mechanical behavior of the target is described by the Johnson-Cook

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constitutive model. Ballistic impact experiments on S235JR plates subjected to perforation with a

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conical nose-shaped projectile are carried out using a pneumatic gas gun. The target thicknesses

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are 1.5 and 2.0 mm and the impact velocities are varying from 49 m/s to 181 m/s. The

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experimental protocol allows us to measure the initial and residual velocities as well as the

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resistance forces of the target. The energy absorbed by the S235JR plates at a wide range of

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impact velocities is discussed. Moreover, a model of a S235JR target with a conical nose-shaped

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projectile is established using the finite element code ABAQUS/Explicit and allow to simulate the

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perforation process. The predicted values in terms of residual velocities and resistanceforces are

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compared to experimental results and a good agreement is found between the numerical and the

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experimental investigations.

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2 S235JR steel mechanical properties

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2.1 Quasi-static tension experiment

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Quasi-static uniaxial tension tests of S235JR steel were performed using a conventional

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screw-driven machine. The dimensions of the flat dumbbell-shaped specimen are shown in Fig.

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1-a. The thickness is 1.5 mm with an active length of 40 mm. All tests were conducted at room

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temperature, 293 K, for a constant loading velocity.

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During the tests, an inclined fracture plane occurs along the thickness of the specimens and a

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necking zone is found along the oblique direction as Fig. 1-b. It shows that shear fracture and

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necking are the main failure modes for S235JR steel subjected to quasi-static tension. The load

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and deformation displacement are recorded during the tests for an imposed velocity. All true

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stress-strain curves are well consistent and the mean tension strain-stress curve, for 10-4 s-1 strain

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rate, is presented in Fig. 2. It shows that the average yield strength of the S235JR steel is close to

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252 MPa.

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2.2 Dynamic compression experiment

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The aforementioned tension tests characterize theS235JR mechanical behavior under

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quasi-static loading. In order to evaluate the strain rate influence on the material properties, split

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Hopkinson pressure bar (SHPB) experiments under compression loading are performed to

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evaluate S235JR steel dynamic properties. The experimental setup and the specimen dimensions

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are shown in Fig.3. The diameter of the bar is 18 mm and the length of the striker is 300 mm

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allowing to reach large deformation. The diameter and the thickness of the compression specimen

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are 8 mm and 3 mm, respectively. The specimen deformation after compression is shown in Fig.

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3-b. The cylinder specimen is compressed into a thinner cylinder with a larger diameter, without

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macroscopic fracture on the surfaces.

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Two strain rates of 1450 1/s and 2100 1/s are considered in the present SHPB experiments to

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determine the S235JR dynamic properties. For all considered cases, four experiments at least were

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performed to confirm the reproducibility of the tests. The compression and tension behavior of the

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material is assumed to be identical, and the Johnson-Cook model is used to describe the S235JR

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mechanical properties. Based on the recorded strain waves on the incident and the transmitted bars,

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the corresponding stress-strain curves for the S235JR steel are presented in Fig. 4. It can be

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concluded that the S235JR steel mechanical properties are strain rate dependent. The dynamic

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yield stresses are 550 MPa and 568 MPa at strain rates of 1450 1/s and 2100 1/s respectively,

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which are much greater than the quasi-static value 252MPa. So only a constitutive model

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including strain rate effect can effectively describe the mechanical behavior of S235JR steel sheets

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subjected to impact and perforation.

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3 Constitutive model description of S235JR

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3.1 John-Cook constitutive model

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The Johnson–Cook (JC) model is an empirical formula based on a phenomenological approach

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and which was proposed by Johnson and Cook in 1983 [7]. It is commonly used to describe the

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thermo-viscoplastic behavior of metallic materials. The influence of strain rate and temperature

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are taken into account in this model as shown, Eq.1.

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  A  B

n p



 p    1  C ln   0 

  1    

 T  T0    Tm  T0

   

m

   

(1)

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where A is the yield stress, B is a constant of the material, n is the hardening coefficient, C is the

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strain rate sensitivity, m is the temperature coefficient,  0 is the reference strain rate and  p is the

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plastic strain rate. T is the current temperature, T 0 is a reference temperature and T m is a

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reference melt temperature.

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3.2 Constitutive model parameters of S235JR

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Since this work is more focused on the analyze of the resistance force measurement under

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dynamic perforation using different experimental set-ups, a simplified Johnson-Cook constitutive

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model is used to describe the S235JR steel properties, without temperature sensitivity. The

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numerical part including the simplified constitutive relation allows to describe properly the

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experimental observations as the force increase and the ballistic curves. The numerical part

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including the simplified constitutive relation can effectively describe the same trends. Under

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isothermal conditions, the constants used to describe the material mechanical behaviour are taking

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into account hardening and strain rate sensitivity. According to the quasi-static and dynamic

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experimental results, four constants are used to describe the material mechanical behaviour of the

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S235JR steel.

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The quasi-static test strain rate is taken as the reference strain rate and then  0 is equal to 0.0001 1/s.

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The parameter A is the yield stress at a reference strain rate, and it is taken equal to 252 MPa. The

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hardening modulus parameter B is 520 MPa. The hardening parameter is 0.638 and the strain rate

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sensitivity parameter is 0.046. Experiments results have been compared to the analytical results

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for different strain rates. Fig.5 shows a good agreement between experiments and JC model for

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different strain rate loadings.

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4 Perforation experiment of S235JRplate with conical-nose projectile

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4.1 Experimental set up description

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The ballistic experiments were carried out using a pneumatic gas gun device. The experimental

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layout diagram and the overall view are shown in Fig.6-a and Fig.6-b respectively. The whole

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experimental device consists of a pneumatic gas gun, two laser measuring velocity sensors, the

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target, the target holder and the projectile catcher box. The projectile initial velocity V0 can be

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adjusted by changing the initial pneumatic gas pressure. The diameter of the gun barrel is 13 mm

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and roughly equal to the diameter of the projectile. During normal impact tests, no sabot is

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required to guide the projectile inside the barrel allowing a complete perforation of the plate only

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by the projectile.

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The device is instrumented with two velocity sensors: the first one is to measure the initial

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impact velocity V0, Fig. 6-c ,and the second one is used to measure the velocity of the projectile

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after perforation allowing to define the residual velocity Vr, Fig. 6-d. During the impact and

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perforation of S235JR targets, there was no plug ejection. Consequently, the residual velocity laser

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sensor measures only the accurate velocity of the projectile after perforation. Even if there was a

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plug ejection, the residual velocity sensor can define not only the plug velocity but also the

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residual velocity of the projectile. Knowing the projectile length, it is possible to distinguish

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between the velocity signals due to the projectile displacement from those due to the plug

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displacement. The residual velocity is mainly affected by the projectile initial impact velocity and

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its shape, the mechanical properties and the thickness of the target. The boundary conditions used

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during this work affect only the force measurements and not the residual velocity. In fact, the force

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measurements are linked to the target behavior as well as the set-up response but the residual

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velocity is strongly linked to the projectile itself and to the target behavior, coupled to the failure

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criteria. Consequently, the use of the three boundary conditions on the target will not affect the

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residual velocity measurements.

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For each sensor, the distance between two lasers is 5 cm. When the projectile crosses the first

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laser, a time counter is triggered-namely t1. Likewise, the second time counter t2 is triggered when

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the projectile reaches the second laser beam. The difference between the two time counters define

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the time interval Δt=t2-t1.Thanks to the time interval and the distance Δx between the two lasers,

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the initial impact velocity and the residual velocity may be defined. During the impact and

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perforation of S235JR targets, there was no plug ejection. Consequently, the residual velocity laser

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sensor measures only the accurate velocity of the projectile after perforation. Moreover, four

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piezoelectric sensors are fixed on the target fixation device in order to measure on time the

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resistance force, Fig. 6-e and Fig.7.

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The force sensors measure the resistance force induced by the projectile on the target during

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impact and perforation. Thus, the global instantaneous force can be estimated for each initial

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impact velocityV0. The four piezoelectric sensors are fixed between the support plate and the

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target holder. The 9011A Kistler sensors are used to measure uniaxial quasi-static and dynamic

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forces along the impact direction, shown in Fig.6-e. The natural frequency of each sensor is 65

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kHz. Every sensor is able to measure a wide range of resistance forces from 0 to 15kN with an

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acceptable force gap of +5kN. The four piezoelectric sensors can measure a maximum force

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between 60 and 80kN.

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The fixation device is designed to be rigid and resistant to bending effect during impact and

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perforation. It weighs about 40 Kg. The material used to machine this device is armor steel having

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a yield stress equal to 850 MPa. Using this original set-up, it is possible to measure an additional

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mechanical property, the force on time F(t). This quantity is mainly related to the material

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behavior and to the whole structure response, as it will be discussed in the next part.

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4.2 Projectile and target description

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The shape and the dimensions of the projectile used during perforation are shown in Fig. 8-a.A

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conical nose-shaped projectile requires less energy than a hemispherical one to perforate the target.

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In order to obtain a larger force sensitivity of the material tested on the set-up, a conical

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nose-shaped projectile is considered during perforation. In order to measure the impact forces with

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the new set-up, it is more appropriate to use a conical projectile since the 4 sensors can measure a

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maximum force value of 80 kN. The diameter of the projectile is 12.8 mm, the body length is 25

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mm and the half angle of the conical nose is 36°. The mass of the projectile is assumed constant

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and equal to 28 g in order to keep the same kinetic energy for a fixed initial impact velocity. The

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material used to machine the projectiles is a Maraging steel with a heat treatment to increase their

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hardness, until 640 HV, and to reach a yield stress of almost 2GPa. Thus, the projectile can be

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considered as rigid during impact and perforation testing.

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The dimensions of the target used during perforation experiments are shown in Fig. 8-b.The

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S235JR sheet steel plate is a square of 130 × 130 mm2. The active part is 100 × 100 mm2 with two

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different thicknesses, 1.5 mm and 2.0mm, to analyze the ballistic properties of S235JR plates

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using the new and original device developed for impact and perforation tests.

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4.3 Perforation experiments of S235JR plate

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Perforation experiments were performed using the conical-nose projectile for both target

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thickness1.5 mm and 2.0 mm, mentioned previously. A wide range of initial impact velocities was

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considered for a typical definition of the ballistic curves of the steel sheet targets, from 49 m/s to

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181 m/s. The failure mode of the target can be described using three damage phases: no

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perforation, critical perforation and complete perforation. Those three typical failure phases

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observed during experiments are shown in Fig. 9. The "no perforation" phase means that the

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projectile lacks the sufficient kinetic energy required to go through the target and it bounces off,

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Fig. 9-a. "Critical perforation" phase displays that the projectile has enough kinetic energy to

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perforate the target, but not enough to reach the complete perforation of the sheet steel, Fig.

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9-b.For this case, the projectile stayed in that position: totally stuck in the sheet steel plate which

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means that the initial impact velocity is very close to the ballistic limit of the target. The third

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phase "complete perforation" means that the projectile has an excess of kinetic energy: It can

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perforate easily the target and go through it with a certain residual velocity, Fig.9-c.

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A series of impact test experiments have been performed with S235JR steel plates with two

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thicknesses and at different initial impact velocities. The ballistic curves for the 1.5 and 2 mm

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steel targets are shown in Fig. 10. For the thicknesses 1.5 mm and 2.0 mm, the ballistic limits are

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approximately 117 m/s and 145 m/s, respectively. The ballistic curves can be fitted using the

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relation proposed by Recht et al. [37], shown in Eq. 2.

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(2)

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where VB is the ballistic limit and α is a fitting parameter which depends on the projectile shape

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[19].The fitting equation of the ballistic curves of 1.5 and 2.0 mm are obtained in the equations

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below. Based on Eq. 2, the fitting parameters of the ballistic curve of a 1.5 mm target are defined

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in Eq. 3.

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V r 1 .5  V 0

2 . 173

 117

2 . 173



1 2 . 173

(3)

The fitting equation of the ballistic curve of a 2.0 mm target is as well mentioned as follow, Eq.

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4.



Vr2  V0

293

2

 145

2



1 2

(4)

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The failure modes of each target are also shown in Fig. 10. The results show that using a conical

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projectile, a failure mode by petalling occurs inducing a radial necking due to piercing. When the

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projectile perforates the target, an average of four petals is formed and the plastic strain is

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localized at the ends of the petals. As discussed by Kpenyigba et al. [19], the number of petals

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formed after impact is strongly linked to the projectile nose shape. For this angle and for the tested

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range of impact velocities, there is no transition in the target failure mode. The bend angle of the

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petals’ root is over 70 degree which behaves as ductile.

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The energy dissipations in the target at different impact velocities can be computed using the

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initial impact and residual velocities. The relation between the projectile initial impact velocity

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and the target energy dissipation is shown in Fig. 11. For 1.5 and 2.0 mm targets, the mean values

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of the energy dissipation are calculated and are about 173.4 J and 290.2 J, respectively in the

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performed range of impact velocities. During the ballistic impact tests, the highest impact velocity

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performed with a 28g conical projectile is about181 m/s. As the target mechanical behavior is

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strain rate dependent, higher impact velocities can induce a variation in the energy dissipation of

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the target during perforation process. Knowing the impact velocity V0 and the residual velocity VR,

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the experimental energy absorbed by the plate during perforation, Wexperiments, is calculated using,

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Eq. 5:

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(5) Where

is the mass of the projectile.

The results in terms of the energy absorbed by the plate for two thicknesses 1.5 and 2.0 mm are

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reported in Fig. 11. It shows that the initial impact velocity does not affect the target energy

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dissipation in the performed impact velocity range. The target failure mode is the same “complete

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perforation with petalling “and the energy dissipation is quasi-constant for both 1.5 and 2 mm

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targets thicknesses, in the performed impact velocities. The energy dissipation in the S235JR steel

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sheets is strongly linked to the thickness of the target. As shown in Fig.11, the average energy

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dissipation ratio W1.5mm/ W2mm is equal to 59.7% which is far from 75% the target thicknesses

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ratio. This shows that no relation exists between the thickness and the energy absorption of the

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target during impact and perforation.

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During the perforation process of steel sheet targets, one part of the kinetic energy of the

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projectile is absorbed by the global target deformation, elastic and plastic deformation, and by

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crack propagation. The global energy absorbed by the target during perforation is considered as

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the sum of the five following energies as proposed by Nazeer et al. [16], Eq. 6.

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(6)

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where Mp is the mass of the projectile, V0 is the initial impact velocity, We is the elastic bending

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energy of the plate, Wfp is the plastic bending energy , Wep is the plastic stretching energy of the

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plate, Wfr is the bending energy of the petals and Wr is the crack propagation energy. The

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temperature effects are neglected during thin targets perforation process. During ballistic impact,

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the energy lost by friction can be assumed as minor comparing to the total energy balance [19].

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The full expressions of the energies mentioned in Eq.6are detailed in [16].

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Based on this description not mentioned in this paper, it has been found that the total energy

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absorbed by the target increases with the number of petals and cracks formed in the target during

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perforation. It is noticed that the elastic bending energy of the target is very low compared to the

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other quantities: it represents less than 0.05 % of the total energy absorbed by the target during

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ballistic impact. Thus, the energy lost by elastic deformation can be considered as minor in the

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total energy balance for both 1.5 and 2.0mm targets. The major part in the energy balance and

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which represents more than 70% of the total absorbed energy is converted into plastic stretching

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of the target.

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The energy balance and the ballistic curves mentioned previously are calculated thanks to the

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initial impact and residual velocities. The main goal of this study is focused on the development of

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the experimental set-up used to measure the resistance force of the target during impact and

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perforation. The resistance forces measured by the piezoelectric sensors at different initial impact

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velocities and with several boundary conditions will be discussed in the following section.

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4.4 Influence of boundary conditions on the force measurement

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Actually, the force measured by the sensors is including the contact force between the target and

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the projectile and the force due to the inertial effects. The force due to the inertial effects is always

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the same with one imposed set-up, only the contact force changes from one material to another. In

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fact, the target behavior does not change from one boundary condition to another. Only the whole

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structure response changes when the boundary conditions are changed. In order to investigate the

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effects of boundary conditions on the resistance force measurement during ballistic impact

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experiments, three different configurations have been adopted to estimate the force are shown in

356

Fig.12.The different set-ups bring varied boundary conditions which affect the resistance force

357

measurements. The boundary conditions with rubber slides and glued specimen are not commonly

Page 16 of 38

17

358

used in ballistic applications, they were only used to show the influence on the force

359

measurements。Fig.12-a shows that the target is totally embedded with a 5.3 Kg steel frame. In the

360

Fig.12-b, the plate is not directly embedded with the steel frame. Instead, it is fixed between the

361

target holder and the rubber slides. Several rubber layers are used with a thickness varying from 6

362

to 15 mm. As for the third configuration shown in Fig.12-c, the target is fixed on the target holder

363

using only a double face adhesive tape. In order to investigate the influence of the target-fixing

364

method on the dynamic response of the force measuring sensors, the same conical projectile is

365

used to test a wide range of impact velocity ranging from 49 to 181 m/s.

366

Fig. 13 shows the resistance force evolution as function of the time for two different impact

367

velocities - lower and higher than the ballistic limit - and using three different set-ups, Fig. 12. It is

368

noticed that all the curves has a polynomial trend which is in agreement with the results stated by

369

Jankowiak et al.[3] based on a numerical work.

370 371

The global resistance force as function of the initial impact velocity and the boundary

372

conditions are shown in Fig. 14. Those points stand for the maximum value of the measured forces

373

for each impact velocity. For the three considered set ups, three experiments at least have been

374

performed to confirm the reproducibility and the repeatability of the tests. An average of the three

375

tests in terms of resistance force is reported in Fig.14. Using the configurations previously

376

mentioned, it is observed that layering rubber slides decreases the global resistance force against

377

perforation. Thus, when the equivalent thickness of the layered rubber slides increases, the

378

measured resistance force decreases. For example using12 mm rubber slides, the resistance force

379

decreases of 50% compared to the measured force, case a) steel frame set-up.This means that by

Page 17 of 38

18

380

layering the rubber slides between the 5.3 kg steel frame and the target, the frame is clearly

381

dumped and it is assumed that the inertial effects are reduced thanks to the rubber. As for the

382

double faced adhesive tape set up, the resistance forces are medium compared to the results of all

383

the other set up. Its value is smaller than the force measured with the steel frame target-fixing set

384

up shown in Fig. 13-a, and higher than that measured using the rubber slides, Fig. 13-b. When the

385

target is fixed with the adhesive tape, the inertial effects due to the vibration of the fixing device

386

mass are reduced.

387 388

In order to well define the constitutive relation parameters, several numerical simulations,

389

taking into account the material behavior and the failure criteria level, have been performed.

390

Based on the previous experimental results, it is observed that the force includes not only the

391

resistance force of the target but also the structural answer of the set-up. However, it is possible to

392

catch how the inertial behavior is acting. If a softer material is used, the force will decrease and if

393

the ballistic curve is lower, the force decrease will be faster. In addition to have a better

394

understanding of the set-up, a numerical model has been built to estimate, the residual velocity

395

and the impact force.

396

5 Numerical simulation of S235JR plate perforation process

397

Thanks to the numerical study, the ballistic curves and the resistance force curves can be

398

predicted. Eventually, the numerical results will be compared to the experiments in order to

399

validate the models, failure criteria and constitutive relation, used in the impact and perforation

400

simulations.

401

5.1 Numerical model description

Page 18 of 38

19

402

A simplified3D numerical model used to simulate the perforation process of S235JRsheet steel

403

plate with conical-nose projectile using finite element code ABAQUS/Explicit, is shown in

404

Fig.16.Four cylinders placed in the target distal face stand for the four piezoelectric sensors and

405

are used to record the history of the four resistance forces,as illustrated in Fig.16-b. The cylinders

406

are5 mm length and 5 mm in diameter. The global force history is the sum of the four elementary

407

resistance forces measured by every sensor.The whole numerical model is built with over 360000

408

nodes and 320000 hexahedral C3D8R finite elements. The central zone of the target is built with

409

fine-meshed elements and an average size of each element is equal to 0.18 mm, Fig.15-c. This

410

mesh allows to avoid the effect of mesh dependency of the results. The S235JR platehas an active

411

part of 100×100 mm² as during the experiments. The specimen is fixed along the perimeter of the

412

target holder and embedded with the steel frame.

413

To define the contact between the projectile and the plate, a penalty formulation with contact

414

pair is assumed. Moreover, a contact restriction is defined to keep the interaction between the

415

outer surface of the projectile and the interior/exterior nodes of the plate during the simulation of

416

the perforation process, mainly when failure takes place. Based on the numerical results, the

417

residual velocity of the projectile, the resistance forces and the target failure mode are analyzed

418

and compared to the experiments.

419 420

A power lawhardening model σ=Kεpn has been used to describe the mechanical behavior of the

421

projectile, with K=2250 MPa and n=0.0871. The Johnson-Cook constitutive relation is defined to

422

describe the visco-plastic behavior of the target under isothermal conditions.

423

To have a complete validation of the numerical model, the resistance force curves and the

Page 19 of 38

20

424

ballistic curves are reported in the following section and compared to the experimental results

425

obtained with the “Steel frame without rubber” set-up, Fig. 12-a.

426 427

5.2 Numerical results of the S235JR plate

428

A wide range of impact velocity ranging from 49 m/s to 181 m/s has been tested during the

429

numerical simulations. Basically, the accurate value of failure strain used to simulate the

430

perforation process of thin mild steel sheets impacted by conical projectiles is about 1.2 [18].Thus,

431

in order to analyse the influence of the failure strain level on the numerical results, all simulations

432

has been run with different failure criteria levels. The resistance force of the target against

433

perforation at different impact velocities is shown in Fig.16. It shows that for initial impact

434

velocity lower than the ballistic limit, the resistance force value is the highest and it reaches 43kN

435

for 101 m/s. It is noticed that the shape of the resistance force as function of the time for 72 m/s

436

and 101 m/s is different from that obtained with initial impact velocities higher than the ballistic

437

limit, 150 and 181 m/s. As shown in Fig.16, the projectile impacts the target and bounces off for

438

72 and 101 m/s. When the projectile perforates completely the target with a non-null residual

439

velocity the total resistance force decreases abruptly and the curve has a different shape, in the

440

“complete perforation” case. This is due to the perforation process after the ballistic limit mainly

441

when the failure of the steel sheet takes places.

442 443 444

By analyzing the results after impact or perforation, it is found that the failure modes observed

445

experimentally are in agreement with the numerical results. As shown in Fig.17, two failure modes

Page 20 of 38

21

446

are observed: piercing of the target for an impact velocity of 50 m/s and a main failure mode by

447

petalling inducing radial necking for impact velocities exceeding 70 m/s. According to

448

experiments, the average number of primary petals is four as discussed in details in [19].

449 450

In this present paper, three set-ups were studied during experiments. It is clear that the boundary

451

conditions of the target influence the resistance force measurements only and not the residual

452

velocities measurements. The global resistance forces of the target are measured with the same

453

impact velocities used during experiments. Fig. 18 shows a comparison between experiments and

454

numerical results in terms of global resistance force. For 1.5 mm target thickness, it is observed

455

that the global force increases with impact velocity for the "no perforation" cases, and decreases

456

gradually when the initial impact velocity is higher than the ballistic limit, as shown in Fig. 18.In

457

other terms, for the performed impact velocities, the force increases continually until the impact

458

velocity reaches the critical value for which there is a transition in the failure mode from simple

459

piercing to complete petalling. For this critical impact velocity 101 m/s for 1.5 mm thickness

460

targets, the global effort is the maximum for all the three experiment set-up as well as the

461

numerical results. This is acceptable because this velocity matches the maximal impact velocity

462

that did not give a full perforation so the projectile tries vainly to exceed the target and this

463

explains the fact that the kinetic energy of the projectile is totally absorbed by the target. When the

464

impact velocity matches the ballistic limit, the global effort starts to decrease continually. It is

465

visible that when the ballistic limit is reached a failure mode by complete petalling occurs and the

466

projectile exceeds easily the target. So the target does not absorb the total kinetic energy of the

467

projectile but only a part of it and the remaining part is the residual kinetic energy of the projectile

Page 21 of 38

22

468

and this explains the decrease of the measured force value. Moreover, for each impact

469

velocity-force curve, two trends can be distinguished, for V0≤ 101 m/s and When V0 exceeds 101

470

m/s.

471 472 473

Thus, based on the maximum resistance force curve as function of the initial impact velocity, it is possible to estimate if the initial impact velocity is lower or higher than the ballistic limit.

474

It is noticed that the failure strain value used to define the failure criteria during ballistic impact

475

simulations has an influence on the obtained results in terms of resistance force. It is clear that the

476

use of adequate failure criteria which takes into account the effects of hardening and strain rate

477

sensitivity and thermal softening gives more accurate resistance force measurements.

478

Using the same initial impact velocities as experiments, the numerical results are discussed and

479

compared to the experimental perforation results in terms of ballistic curves. Fig.19 shows both

480

experimental and numerical ballistic curves for targets thickness 1.5 mm. The comparison in terms

481

of ballistic limit shows that the difference between experimental and numerical results, with 1.3

482

and 1.5 failure strain levels. Subsequently the simulation on 2.0 mm target gains the similar results.

483

A good agreement between the two approaches is observed. Based on the energy dissipation

484

during perforation process mentioned previously in Fig.11 and the numerical simulation results, it

485

can be concluded that energy dissipation is mainly dependent on the target thickness and not on

486

the initial impact velocity.

487

To conclude, the choice of thermo-viscoplastic failure criteria may give more accurate results in

488

terms of resistance forces. In this paper, the dynamic response of the target has been studied only

489

under isothermal conditions. The thermal softening effect on the force measurements and the

Page 22 of 38

23

490

ballistic curves can be studied in the future.

491 492 493

6 Conclusions

494

In the present work, the mechanical behaviour of S235JR steel was examined under dynamic

495

and quasi-static loadings. A simplified Johnson-Cook constitutive model of the material is given

496

by quasi-static tension and dynamic compression experiments under isothermal conditions. The

497

mechanical behaviour of the S235JRplate subjected to the impact of a conical-nose projectile is

498

analyzed using ballistic impact experiments and numerical investigations. The perforation tests

499

were performed at a wide range of impact velocities, and with two target thicknesses 1.5 and 2.0

500

mm. The simplified Johnson-Cook constitutive relation has been used to describe the S235JR steel

501

mechanical behaviour in the impact and perforation simulations.

502

Based on the full study conducted by experiments and numerical simulations, the following

503

conclusions can be drawn:

504



The mechanical properties of the S235JR steel are strain-rate dependent. The simplified

505

Johnson-Cook constitutive relation used under isothermal conditions can effectively describe

506

the material mechanical behavior under high strain rate loading.

507



Ballistic curves of 1.5 and 2 mm targets and the energy absorbed by the plates show that the

508

initial impact velocity of the projectile does not affect the total energy absorbed by the target

509

during the perforation process.

510 511



The resistance force level is strongly linked to the boundary conditions of the target itself, to the whole structure response and to the material used for the plate.

Page 23 of 38

24

512



513 514

The resistance force has a maximum value for initial impact velocities which are close to the ballistic limit. This was observed in both experimental and numerical analyses.



Based on experiments and simulations, it is observed that the key point to define properly all

515

the process of perforation is not only the constitutive relation description but also the failure

516

model and the damage description used in FE codes. In this experimental study coupled to

517

numerical simulations, it is observed that using as failure description a critical failure strain

518

level is not enough to cover all measured quantities.

519

The next step consists then on choosing failure criteria which allows to find a good agreement

520

between numerical and experimental investigations in terms of ballistic curves and failure

521

patterns and resistance force evolution, all together.

522

The other problem which will be future analyzed is the impact force of the projectile and

523

which cannot be measured directly using presented methodology in laboratory tests. It can be

524

measured in simulations based on the deceleration and the mass of the projectile. The impact

525

force can be estimated also using the initial and residual velocities and failure time which was

526

proposed by Jankowiak et al.[3]. This methodology can be extended also for laboratory test

527

using High Speed Camera with precise description of the failure time.

528

The set-up developed to measure the dynamic force using experiments will allow us to define

529

the boundary conditions effect on the structural answer including the material behaviour and the

530

set-up used to fix the plate. However, the material behaviour effect may be analyzed by

531

comparing different materials response. The test allows to validate the used constitutive relation

532

mainly by comparing the force on time measured during experiments and that obtained with

533

numerical simulations.

Page 24 of 38

25

534 535

Acknowledgement

536

The authors gratefully acknowledge the funding given by Industeel of Arcelor Mittal in France

537

– The Creusot, the National Natural Science Foundation of China under the contract No.11302211,

538

11390361, 11472257. This work is supported by the National Centre for Research and

539

Development UOD-DEM-1-203/001.

540 541 40mm 25mm

40mm

542

25mm

15mm

R=50mm 160mm

R=50mm

40mm

543 544

545 546

547 548

Page 25 of 38

26

500

True stress /MPa

400 300 200

Sample-1 Sample-2 Sample-3 average curve

100 0 0.00

0.05

0.10

0.15

0.20

0.25

True strain /(-)

549 550 551

Compression

rubber

incident bar specimen transmitted bar striker

Φ8mm×3mm

Flat

Initial state

552 553

(a) SHPB device.

Final state

(b) Specimen typical deformation.

554 555

900

750

750

600

600

450

Dynamic compression experiment Average strain rate: 1450 s Sample-1 Sample-2 Sample-3 Average curve

300 150 0 0.00

556 557 558

Ture stress /MPa

Ture stress /MPa

900

0.03

0.06

0.09

-1

450

Dynamic compression experiment Average strain rate: 2100 s Sample-1 Sample-2 Sample-3 Average curve

300 150

0.12

Ture strain /(-)

(a) strain rate 1450 s-1

0.15

0 0.00

0.05

0.10

-1

0.15

0.20

Ture strain /(-)

(b) strain rate 2100 s-1

Fig.4 Dynamic compression stress-strain curves at different loading rates.

Page 26 of 38

27

559

1000 Quasi-static compression & Johnson-cook model -1

JC (0.0001 s )

Quasi-static experiment

True stress,  (MPa)

800

Dynamic compression & Johnson-cook model -1

JC (1450 s )

-1

JC (2100 s )

Dynamic experiment (1450 s ) Dynamic experiment (2100 s )

-1 -1

600 400 200 0 0.00

0.03

0.06

0.09

0.12

0.15

0.18

True strain,  (-)

560 561 562

Force sensor Target

Pneumatic gas gun Projectile

V0

Target holder

Initial impact velocity, V0

Force sensor

Catcher VR

Residual velocity, VR

563 564

(a) Measurement layout diagram of the target perforation process.

Target holder

Gun barrel Manometer Pneumatic gas gun

Target holder Target

V0 measurement

565 566

(b) Pneumatic gas set-up

(c) Initial velocity sensor measurement, V0

Page 27 of 38

28

567 568

(d) Residual velocity measurement, Vr

(e) Force sensors.

569 570

571 572 573 36°

Active part Embedded part Projectile

130mm

Target dimensions 130mm×130mm×1.5/2.0mm Active part dimensions 100mm×100mm×1.5/2.0mm

25mm

574

12.8mm

575

(a) Projectile.

100mm

(b) Target.

Page 28 of 38

29

576 577

578 579

V0=88 m/s (a) No perforation.

VB=117 m/s (b) Critical perforation.

V0=150 m/s (c) Complete perforation.

580 581

582 583 584

Page 29 of 38

30

585 586 587 588 Sheet steel

Sensor 1, 2

Sheet steel

Projectile

Projectile

Steel frame Mass: 5300g

Steel frame Mass: 5300g

Slides of rubber

Sensor 3, 4

Sensor 1, 2

Sensor 3, 4

589 590

(a) Target fixed with steel frame

(b) Target fixed with rubber

Sensor 1, 2

Projectile

Steel sheet (Glued by double faced adhesive tape)

Sensor 3, 4

591 592 593

(c) Target fixed with double faced adhesive tape

Page 30 of 38

31

594 595 50 S t e e l f r a m e ,1 0 1 m / s S t e e l f r a m e ,1 5 0 m / s

R e s is ta n c e fo r c e , F (k N )

40

30 S235JR 1 .5 m m th ic k n e s s 1 2 .8 m m -2 8 g p r o je c t il e 20

S te e l fra m e

10

0 0

0 .0 0 0 1

0 .0 0 0 2

0 .0 0 0 3

0 .0 0 0 4

0 .0 0 0 5

T im e , (s )

596 597

(a) Steel frame set-up 35 6 m m R u b b e r , 1 0 1 m /s 6 m m R u b b e r , 1 5 0 m /s

R e s is ta n c e fo rc e , F (k N )

30

25

20

15 S235JR 1 .5 m m th ic k n e s s 10

1 2 .8 m m -2 8 g p r o je c t il e 6 m m R u b b e r s l id e s

5

0 0

598 599

0 .0 0 0 1

0 .0 0 0 2

0 .0 0 0 3

0 .0 0 0 4

0 .0 0 0 5

T im e , (s )

(b) Rubber slides set-up

Page 31 of 38

32

40 G l u e d s p e c im e n , 1 0 1 m / s

35

G l u e d s p e c im e n , 1 5 0 m / s

R e s is ta n c e fo r c e , F (k N )

30 S235JR 25

1 .5 m m th ic k n e s s 1 2 .8 m m -2 8 g p r o je c t il e G l u e d s p e c im e n

20

15

10

5

0 0

0 .0 0 0 1

0 .0 0 0 2

0 .0 0 0 3

0 .0 0 0 4

0 .0 0 0 5

0 .0 0 0 6

T im e , (s )

600 601

(c) Glued specimen set-up

602 603

50 Petalling

Maximum resistance force, F (kN)

45 No rubber

Complete perforation

40 35

Glued specimen

30

6 mm rubber

25 20 12 mm rubber

15

15 mm rubber

10 5 0 0

604

20

40

60

80

100

120

140

160

180

Initial impact velocity, V0 (m/s)

605 606

Page 32 of 38

33

Sensor2 Sensor 1 Target Projectile Target holder

Sensor3

Sensor4

607 608

609

(a) Impact face

(b) Distal face

(c) Target mesh

Fig. 15 Numerical model used during simulations and mesh density distribution of the plate.

610

50000 Material : Mild steel S235

45000 40000

Resistane force, F (N)

101 m/s

Thickness : 1.5 mm

Failure strain : 1.5

35000

123 m/s

72 m/s

30000 25000 150 m/s

20000 15000 10000 5000

50 m/s

181 m/s

0 0.0

0.1

0.2

0.3

0.4

0.5

0.6

Loading time, t (ms)

611 612

Fig.16 Resistance force curve at different impact velocity, target thickness 1.5mm

613

614

a)

b)

c)

d)

e)

615

Fig. 17 Experimental failure observed during experiments for different initial impact velocities;

616

a- 50 m/s, b- 72 m/s, c- 101 m/s, d- 123 m/s, e- 150 m/s, f- 181 m/s

f)

617

Page 33 of 38

34

45 Experiments

40

Maximum resistane force, F (kN)

Average value

35 30

Numerical results failure strain : 1.5

25 20 15

Numerical results

10

failure strain : 1.3

5

Material : Mild steel S235 Tickness : 1.5 mm

0 0

20

40

60

80

100

120

140

160

180

200

Initial impact velocity, V0 (m/s)

618 619

Fig.18 Total force comparison between experimental and numerical results

620

for two different failure strain level

621

200 Material : Mild steel S235

180

Numerical results

Thickness : 1.5 mm

Residual velocity, VR (m/s)

160

Failure strain : 1.3

140 120 100 80 60 40

V0

=

VR

Numerical results Failure strain : 1.5

20 0 0

40

60

80

100

120

140

160

180

200

Initial impact velocity, Vo (m/s)

622 623

20

Fig. 19 Residual velocity comparison between experiments and numerical simulation

624 625

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