LARGE DISPLACEMENT ELASTOPLASTIC ANALYSIS OF SEMIRIGID STEEL FRAMES

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(19960315)39:5<741::AID-NME877>3.0.CO;2-A" /><741::AID-NME877>3.0.CO;2-A 10.1002/(SICI)1097-0207(19960315)39:5<741::AID-NME877>3.0.CO;2-AzbMath0866.73079OpenAlexW2131818277MaRDI QIDQ3122360

J. S. Misa, Francis Tin-Loi

Publication date: 1996

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19960315)39:5<741::aid-nme877>3.0.co;2-a

zbMATH Keywords

discrete modelpiecewise linear yield surfacessemirigid connectionsbeam-to-column connectionsirreversible plasticity lawsiterative predictor-corrector computational scheme

Mathematics Subject Classification ID

Applications of mathematical programming (90C90) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Large-strain, rate-dependent theories of plasticity (74C20) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (3)

Mathematical programming approaches for the safety assessment of semirigid elastoplastic frames ⋮ The influence of geometric effects on the behavior of strain softening frames ⋮ Crack propagation due to time-dependent creep in quasi-brittle materials under sustained loading

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