Mechanical Invention through Computation Mechanism Basics - Mit
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Mechanical Invention through Computation Mechanism Basics - Mit
mechanical joint). ⢠Ground: static point of reference. ⢠Degree of freedom (DOF): of a mechanical system is the num
MIT Class 6.S080 (AUS)
Mechanical Invention through Computation Mechanism Basics
Design Principles Structure and Mechanism
Structure: Force is resisted
Mechanism:
Force flows into movement
Design Principles Structure and Mechanism
Possible Responses to Applied Force
Structural
Structural Deflection
Resistance
(elastic or Inelastic)
Kinematic deflection
Mechanism paradigms Synthesize a motion path
Synthesize a form change
Definitions • Kinematics: the study of the motion of bodies without reference to mass or force • Links: considered as rigid bodies • Kinematic pair: a connection between two bodies that imposes constraints on their relative movement. (also referred to as a mechanical joint) • Ground: static point of reference • Degree of freedom (DOF): of a mechanical system is the number of independent parameters that define its configuration.
Links types
Kinematic pairs
Historic Mechanisms
Straight- line linkages (James Watt)
Straight- line linkages (Richard Roberts)
Straight- line linkages (Tchebicheff)
Peaucellier Linkage
Straight- line linkages (Peaucellier)
Straight- line linkages (Kempe)
4-bar linkage types
Kinematic inversions
Four-bar linkage examples
Parallel 4-bar
Anti-parallel 4-bar
Gruebler’s equation N = Number of Links (including ground link) P = Number of Joints (pivot connections between links)
• Each link has 3 degrees of freedom • Each pivot subtracts 2 degree of freedom
DOF = 3 (N-1) - 2P
dof = 3 X 4 = 12
dof = 3 X (4-1) – (2 X 4) = 1
Examples
N=3 P=3 DOF = 3X(3-1)-(2X3)=0
N=4 P=4 DOF = 3X(4-1)-(2X4)=1
Examples
N=5 P=5 DOF = 2
Geared connection removes one degree of freedom DOF = 1
Examples
N=6 P=7 DOF = 3X(6-1)-(2X7)=1
N=8 P = 10 DOF = 3X(8-1)-(2X10)=1
Relation of DOF to special geometries Agrees with Gruebler’s equation (doesn’t move)
Doesn’t agree with Gruebler’s equation (moves)
N=5 P=6 DOF = 3X(5-1)-(2X6) = 0
Graph of linkages
DOF=3(N-1)-2P
Scissor Linkages
Scissor mechanisms
Historic examples of scissor mechanisms
Emilio Pinero
Historic examples of scissor mechanisms
Emilio Pinero
Examples of scissor mechanisms
Sergio Pellegrino
Felix Escrig
Curvature of scissor mechanisms Off-center connection point => structures of variable curvature
Scissor Types Parallel / symmetric
Parallel / asymmetric
No curvature
Variable curvature
Angulated
Constant curvature
Angulated scissors
Provides invariant angle during deployment
Scissor mechanism: demonstration
Parallel / Symmetric
Scissor mechanism: demonstration
Off-center connection
Scissor mechanism: demonstration
Angulated
Angulated link: geometric construction 2 straight links
Redraw links as 2 triangles
Rotate triangles to angle of curvature
Redraw angulated links
Angulated link: geometric construction
Parametric
Tong linkage
Hinged rhombs Tong linkage
Hinged rhombs – transforming between configurations
All rhombs are similar (same angles, different sizes)
Degrees of freedom of a tong linkage Number of pivots for a tong linkage: P = 3N/2 -2 DOF = 3 X (N-1) – 2P = 3N – 3 – (3N – 4) = 1
Number of pivots for a closed tong linkage: P = 3N/2 DOF = 3 X (N-1) – 2P = 3N – 3 – 3N = - 3
Spatial interpretation of Gruebler’s equation DOF=3(N-1)-2P
N=8 P = 12 DOF = - 3
Unequal rhombs with crossing connection
Unequal rhombs with crossing connection
Polygon linkages with fixed centers
circular linkage with fixed center (four spokes)
Circular linkages with fixed center
Polygon linkages with fixed centers Construction for off-center fixed point
Polygon fixed centers Polygonlinkages linkages –with off-center fixed point
Polygon fixed centers Polygonlinkages linkages –with off-center fixed point
folded expanded
Polygon fixed centers Polygonlinkages linkages –with off-center fixed point
Polygon linkages – off-center fixed point
Ring linkages
Degrees of freedom (Graver formulation) Each point (pivot) has 2 degrees of freedom Each link subtracts 1 degree of freedom J = Number of joints (2D points in the plane) R = Number of links (not including ground link)
DOF = 2J - R
Examples J=1 R=2 DOF = (2X1)-(1X2)=0
DOF = 2J - R
J=2 R=3 DOF = (2X2)-(3X1)=1
J=3 R=5 DOF = (2X3)-(5X1)=1
J=4 R=7 DOF = (2X4)-(7X1)=1
Book • www.gfalop.org • Published August 2007 • Cambridge University Press • Coming soon in Japanese
Configuration Space configuration
point
Figure 2.1
Figure 4.1
Rigidity
rigid
rigid
rigid
flexible
Figure 4.2
Rigidity Depends on Configuration rigid
flexible
Generic Rigidity generically rigid
Figure 4.3
generically flexible
Figure 4.4
Generic Rigidity generically rigid
rarely flexible
generically flexible
rarely rigid
Laman’s Theorem [1970]
• Generically rigid in 2D if and only if you can remove some extra bars to produce a minimal graph with 2 𝐽 − 3 bars total, and at most 2 𝑘 − 3 bars between every subset of 𝑘 joints
Laman’s Theorem [1970]
• Generically rigid in 2D if and only if you can remove some extra bars to produce a minimal graph with 2 𝐽 − 3 bars total, and at most 2 𝑘 − 3 bars between every subset of 𝑘 joints