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On an Elastic-Plastic Beam with the Rotation Constraint at the Support

open access: yesEngineering Transactions, 1985
The behaviour of the geometrically linear elastic-plastic beam with the rotation constraint at the support is analysed. The problem considered belongs to the mechanics of systems at unilateral constraints. It appears that there exists an optimum value of
A. Gawęcki
doaj  

Plane strain shakedown analysis

open access: yes, 2009
The finite element method is coupled with linear programming to determine shakedown load factors for elastic perfectly plastic embankment subjected to repeated loading using the static shakedown theorem.
openaire   +1 more source

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