CAESAR II adalah program computer untuk perhitungan Stress Analysis yang ...
analisa berupa stress yang terjadi, beban, dan pergeseran terhadap system.
Bi-directional Links to. Intergraph ... The company's software and solutions ... enterprise engineering software enablin
A Member State desiring to take full advantage of all policy space available ...... external balancing, see Th. Dreier, 'Balancing Proprietary and Public Domain.
Mar 2, 1992 ... Buried Pipe - The Overburden Compaction Multiplier 3 ... CAESAR II Seminar
Schedule .................. . . . 4. Piping/Vessel Finite Element Seminar .
6 Aug 2013 - of changes of use to support nurseries providing child care and state funded schools. Geographical scope: T
Jun 3, 2015 - Phishing involves false emails, chats, or websites designed to impersonate real systems with the goal of .... nt email provider oo .... [7] M Zviran, WJ Haga, âA comparison of password techniques for multilevel authentication ...
easily accessible Forensic Services and Education to meet the growing demand of ... email address and also attach a self
Johannes Stoldt1*, Christin Fanghänel1, Hans Rüdiger Lange2, Andreas Schlegel1, Thomas ...... [10] Langer T, Schlegel A, Stoldt J, Putz M. A Model-based.
Science Courses in the fields of Forensic Science and Criminal. Investigation. ... online application form or download t
Julius Caesar: ACT I. Volume III Book IV. 6. And do you now cull out a holiday?
And do you now strew flowers in his way. That comes in triumph over Pompey's ...
experience in using CAESAR, or attendance of the Basic Statics Analysis ... leave
the course with an advanced working knowledge of CAESAR II, and pipe ...
CAESAR II hElpS Mott MACDonAlD SAvE MIllIonS of RupEES AnD wIn pRojECt
tEChnICAl DISputES. Intergraph® CAESAR II® performs critical stress analysis ...
This article discusses how to convert CAESAR II® or general purpose FEA
results into values that can be used in MatPRO to perform fatigue, high
temperature ...
CAESAR II - Pipe Stress Analysis Training (IGT-PSA). Course Length: 5 Days.
This course is designed for almost anyone involved with piping in the petroleum,
...
Actualizaciones Recientes a B31.3. □ Factor cíclico en el rango de esfuerzos de
expansión g p permitido . □ Esfuerzo longitudinal debido a las cargas ...
48. 15. 90. 5. Tomato. Dec - Apr. 4. 19. 15. 5. Spinach. Nov - Apr. 1. 45. 2. 12. Amaranth. Oct - May. 1. 42. 3. 14. Met
fields of Forensic Science and Criminal Investigation. ... Then Check the fees and fill up the complete online applicati
Only), Identity Card and Examination Card, Course Completion Certificate, Mark Sheet and .... 18.1 Physical properties b
uncompensated price flexibilities for beef, small ruminant, pork and poultry were -0.47, .... Assuming weak separability between meat, pulses and all other goods, and between meat ..... Pulses and meat are relatively perfect q-substitutes, but.
Nov 16, 1999 - E-mail: [email protected] ..... The above health service providers procure essential medicines from both similar and varying50 sources in both ... bulk of drugs and supplies used in the health system. The sources ...
checked the performances of the QSAR model for BCF developed within the project CAESAR to get: 1) a continuous value (regression method) or 2) a category ...
The Pistol configuration holds four single 9mm magazine pouches and two ... C.
Position both vest panels so they fit comfortably on the torso or body armor.
regular need and being very well integrated with the production system. ..... In the process, farmers become analytic in
CAESAR II will automatically calculate B31 SIFs for the header elements. 4.
Always check the ... Users can override CAESAR calculated header SIFs also.
Using SIFs and Flexibilities in CAESAR II®
Use SIFs and Flexibilities in CAESAR II® The following methods are recommended for pipe intersections when the stress intensification factors (SIFs) need to be considered per ASME B31.3 Appendix D Note 12. Simple and comprehensive methods are described below for using SIFs and flexibilities in a pipe stress analysis.
Simple Method 1. Insert in-plane and out-plane SIFs for the branch element as shown below (next page). 2. Specify the general intersection type on any of the elements framing into the intersection. CAESAR II will provide header SIFs. 3. Model the intersection using three pipe elements. Do not enter stiffnesses and do not use any rigid elements to define the intersection. Notes: 1. Use the typical intersection model with three beam elements (not rigid elements) framing into the common intersection point. 2. The SIF should be specified on the intersection node of the branch element (node 10120 on the element 10110 to 10120 in the example below). 3. Specify the intersection type and any other data that is applicable in CAESAR II. CAESAR II will automatically calculate B31 SIFs for the header elements. 4. Always check the CAESAR stress reports to be sure that entered SIFs are used properly. (Input values for ii and io override the effective section modulus calculation. Stresses (even at intersections) are calculated using (i)(M/Z) when the SIF is entered. 5. CAESAR II will properly orient the SIFs providing all three elements that frame into the intersection are pipe elements. 6. Users can override CAESAR calculated header SIFs also. FESIF calculates SIFs for header elements. These SIFs are often considerably lower than Code calculated values when branch to header diameter ratio (d/D) is much less than 0.5.
Comprehensive Method 1. Construct the intersection model using a rigid element from the centerline of header to the surface of the header where the branch pipe penetrates. See example below. The end node of the branch element (41 in the example below), should be different from the end node of the rigid element (40 in the example below). 2. Insert the four calculated point stiffnesses from FESIF in between the node at the end of the rigid element and at the end of the branch element. 3. Insert two rigid stiffnesses for the translational stiffnesses that are rigid in between the node at the end of the rigid element and at the end of the branch element. 4. Determine the in-plane and out-plane directions for the branch and insert the SIFs calculated by FESIF. See below for in-plane and out-plane directions in CAESAR. 5. Run FESIF with the option to calculate the header (run) SIFs. 6. Insert the in-plane and out-plane SIFs from FESIF on each header element framing into the intersection. Also include a CAESAR II intersection type (that is, RFT, UFT, etc.) for the node. CAESAR will determine the correct orientation (even with the rigid element used for the branch – but this is only true for the header SIF orientations).
For laterals, the in-plane stiffness can be used for both the in-plane and out-plane directions, and the largest in-plane or out-plane SIF can be used. This is often a good idea for laterals since the torsional SIFs can be quite large and may contribute to fatigue failure. There are four principle SIFs and stiffnesses associated with most intersections: 1. 2. 3. 4.
The ASME B31.3 piping code only defines the in-plane and out-plane stress intensification factors although Welding Research Council Bulletin 329 discusses the magnitudes of the SIFs in the other directions.
