A nonlinear inequality, finite element approach to the direct computation of shakedown load safety factors

Author:

Genna Francesco

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference48 articles.

1. General theorems for elastic-plastic solids;Koiter,1964

2. Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: a finite element, linear programming approach;Maier;Meccanica,1969

3. STRUPL Analysis: STR Uctural PLasticity by mathematical programming;Franchi,1977

4. A shakedown matrix theory allowing for workhardening and second-order geometric effects;Maier,1973

5. Bauschinger adaptation of rigid, work-hardening trusses;Prager;Mech. Res. Comm.,1974

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