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Response tailoring of elasto-plastic trusses
Mathias Wallin
, Seth Watts
, Ole Sigmund
,
Daniel Tortorelli
Mechanical Science and Engineering
Research output
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›
peer-review
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Keyphrases
Elastoplastic
100%
Trusses
100%
Response Function
33%
Path Dependence
33%
Mechanical Response
33%
Strain Rate
33%
Elastoplasticity
33%
Volume Constraint
33%
Matrix Laboratory (MATLAB)
33%
Rate-independent
33%
Gradient Method
33%
Finite Strain Theory
33%
Yield Limit
33%
Adjoint Sensitivity Analysis
33%
Truss Structures
33%
Method of Moving Asymptotes
33%
Engineering
Response Function
100%
Mechanical Response
100%
Finite Strain
100%