Steady-state limit analysis of elastoplastic trusses under cyclic loads

DOI10.1016/S0020-7683(98)00140-1zbMath0937.74014WikidataQ128039990 ScholiaQ128039990MaRDI QIDQ1302424

Y. Araki, Koji Uetani

Publication date: 22 September 1999

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

zbMATH Keywords

material nonlinearitygeometric nonlinearityincremental theoryTaylor series expansiontotal Lagrangian formulationsteady-state limitcyclic loadsbi-linear kinematic hardening ruleelastoplastic trussesidealized cyclic loading programsequence of steady states

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05)

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Symmetry limit theory for elastic-perfectly plastic continua in the shakedown region

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