Inelastic behaviour of rectangular beams subjected to steady axial load and cyclic bending

Analytical and numerical solutions are given for the inelastic behaviour of a rectangular cross-section beam, subjected to a steady axial load and cyclic, fully reversed load-controlled bending. Elastic-perfectly plastic, linear isotropic and kinematic materials are examined and solutions for the st...

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Bibliographic Details
Published inInternational journal of mechanical sciences Vol. 27; no. 4; pp. 257 - 271
Main Authors Webster, J.J., Hardy, S.J., Hyde, T.H.
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 1985
Elsevier
Subjects
beams
bending
creep
elasticity
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Inelasticity (thermoplasticity, viscoplasticity...)
loading
Physics
Solid mechanics
Structural and continuum mechanics
Bending
Inelasticity
Axial load
Rectangular beam
Cyclic load
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Summary:Analytical and numerical solutions are given for the inelastic behaviour of a rectangular cross-section beam, subjected to a steady axial load and cyclic, fully reversed load-controlled bending. Elastic-perfectly plastic, linear isotropic and kinematic materials are examined and solutions for the strain accumulation and cyclic reverse plastic strains obtained. Also the effect of introducing a creep dwell period into the cycle is considered.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0020-7403
1879-2162
DOI:10.1016/0020-7403(85)90084-0