A displacement bounding principle in shakedown of structures subjected to cyclic loads

DOI10.1016/0020-7683(74)90102-4zbMath0282.73019OpenAlexW2066838738MaRDI QIDQ1844104

Michele Capurso

Publication date: 1974

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

Full work available at URL: https://doi.org/10.1016/0020-7683(74)90102-4

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Thin bodies, structures (74K99)

Related Items (8)

Estimates of the post-shakedown response of hardening structures by means of simplified computations ⋮ A unified approach to quasi-static shakedown problems for elastic-plastic solids with piecewise linear yield surface ⋮ Bounds to internal forces for elastic-plastic solids subjected to variable loads ⋮ Extended displacement bound theorems for continua subjected to dynamic loading ⋮ Adaptation of rigid-work-hardening discrete structures subjected to load and temperature cycles and second-order geometric effects ⋮ Workhardening adaptation of rigid-plastic structures ⋮ Upper bounds on dynamic deformations of elastoplastic continua ⋮ An iterative method for shakedown analysis.

This page was built for publication: A displacement bounding principle in shakedown of structures subjected to cyclic loads