Nonholonomic computer analysis of elastoplastic frames

DOI10.1016/0045-7825(89)90004-2zbMath0675.73021OpenAlexW1993644178MaRDI QIDQ1122385

M. B. Wong, Francis Tin-Loi

Publication date: 1989

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(89)90004-2

zbMATH Keywords

deflectionbendingdetectionaxial forcesprovisionautomatic yield curve discretizationcater for unloadingcollapse limitcombined action of two stress resultantsfinite incremental analysisnonunique displacement fieldsprogram LINPLASTvariable loadings

Mathematics Subject Classification ID

Related Items (4)

A computationally efficient method for the limit elasto-plastic analysis of space frames ⋮ Complementarity problems in structural engineering: an overview ⋮ Elastoplastic analysis of structures with nonlinear hardening: A nonlinear complementarity approach ⋮ Large scale nonholonomic elastoplastic analysis using a linear complementarity formulation

Cites Work

• Complete solutions for a class of elastic-plastic structures
• Computer analysis of elastic-plastic structures
• Yield surface applications in nonlinear steel frame analysis
• The plastic node method: A new method of plastic analysis
• Combined elastoplastic and limit analysis via restricted basis linear programming
• A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes
• Causes and Consequences of Nonuniqueness in an Elastic/Perfectly-Plastic Truss
• Computation of non-unique solutions of elastic-plastic trusses
• Nonuniqueness in Contained Plastic Deformation
• Analysis up to collapse of elasto-plastic arches
• Mathematical programming methods for deformation analysis at plastic collapse
• Yield surface linearization in elastoplastic analysis

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