The stress analysis of structures subjected to cyclic loading requires stress—strain relations simple enough to be usable efficiently in computer program and yet adequate to describe the essential features of the plastic behaviour of the material reasonably well. The constitutive equation for cyclic plasticity incorporating the motion of the centre of the loading surface is proposed. Using the modified plastic work, the dependency of the loading history of materials is taken into account. The Ramberg—Osgood law which is applied to each stress—strain loop from the current centre of the loading surface plays an important role. This computer simulation for stress—strain relation of cyclic loading is justified from the point of view of several kinds of experiments on type 304 austenitic stainless steel.
Article navigation
1 April 1985
Review Article|
April 01 1985
Computer simulation for stress—strain relation of cyclic loading Available to Purchase
H. Ishikawa;
H. Ishikawa
Department of Mechanical Engineering II, Hokkaido University, Sapporo 060, Japan
Search for other works by this author on:
H. Lippmann
H. Lippmann
Lehrstuhl A für Mechanik, Technische Universität München, D‐8000 München, Federal Republic of Germany
Search for other works by this author on:
Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
1985
Engineering Computations (1985) 2 (4): 330–334.
Citation
Ishikawa H, Lippmann H (1985), "Computer simulation for stress—strain relation of cyclic loading". Engineering Computations, Vol. 2 No. 4 pp. 330–334, doi: https://doi.org/10.1108/eb023632
Download citation file:
Suggested Reading
Delamination analysis of a layered elastic-plastic beam
International Journal of Structural Integrity (October,2017)
Non-linear fracture in bi-directional graded shafts in torsion
Multidiscipline Modeling in Materials and Structures (October,2018)
Elastic–plastic deformation and residual stresses in helical springs
Multidiscipline Modeling in Materials and Structures (November,2019)
A fatigue damage evaluation using local damage parameters for an offshore structure
Maritime Engineering (May,2020)
Lateral limiting pressure on square pile groups in undrained soil
Geotechnique (January,2020)
Related Chapters
Annexes to EN 1999-1-1
DESIGNERS’ GUIDE TO EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES: EN 1999-1-1 AND -1-4
Dynamic behavior of silica sand under repeated cyclic loading
Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering
Dynamic and seismic loading of soils
ICE Manual of Geotechnical Engineering, Second edition, Volume I
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
