Research Article
Jan 1979
Model for Mild Steel in Inelastic Frame Analysis
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 105, Issue 1
Abstract
A model for mild steel is proposed for use in inelastic analysis of frames. The model is characterized by a stiffness degradation factor, α, and a yield stress growth factor, β. These are obtained by fitting the model to results of uniaxial experiments, which are in turn used in a frame analysis program FRAME 63. The proposed material model has potential application to simulate the special features of mild steel in monotonic and reversed loadings. As a particular case, it represents Masing type of inelasticity, and another version, i.e., Masing inelasticity with stiffness degradation.
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Published In
Journal of the Structural Division
Volume 105 • Issue 1 • January 1979
Pages: 199 - 220
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Jan 1979
Published online: Feb 1, 2021
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Authors
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T. K. Santhanam
Scientist, Struct. Engrg. Research Centre (Regional), Madras, India
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