scientific article; zbMATH DE number 1050970

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(19960630)39:12<2031::AID-NME941>3.0.CO;2-J" /><2031::AID-NME941>3.0.CO;2-J 10.1002/(SICI)1097-0207(19960630)39:12<2031::AID-NME941>3.0.CO;2-JzbMath0887.73019MaRDI QIDQ4349484

A. Kalagatla, K. Badhrinath, R. Muralidhar, J. R. Jagannatha Rao

Publication date: 25 May 1998

Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.

zbMATH Keywords

trussessofteningminimum principlestrengtheningprograms with associated minimization conditionstwo- and three-level formulationstwo-step iterative

Mathematics Subject Classification ID

Applications of mathematical programming (90C90) Contact in solid mechanics (74M15) Anelastic fracture and damage (74R20) Thin bodies, structures (74K99) Theories of friction (tribology) (74A55)

Related Items (6)

New models for optimal truss topology in limit design based on unified elastic/plastic analysis ⋮ Review of formulations for structural and mechanical system optimization ⋮ On structural safety assessment by load factor maximization in piecewise linear plasticity ⋮ Generalized limit analysis in poroplasticity by mathematical programming ⋮ Nonholonomic elastoplastic analysis involving unilateral frictionless contact as a mixed complementarity problem ⋮ Shape optimization of elasto-plastic structures and continua

Cites Work

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• Computer analysis of elastic-plastic structures
• Optimum design of plastic structures under displacement constraints
• Elastoplastic analysis of structures with nonlinear hardening: A nonlinear complementarity approach
• Quadratic programming and theory of elastic-perfectly plastic structures
• On some recent engineering applications of complementarity problems

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