Basic Column Strength
- 1 July 1960
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Structural Division
- Vol. 86 (7) , 139-173
- https://doi.org/10.1061/jsdeag.0000539
Abstract
Summary of theoretical and experimental investigation of strength of centrally loaded columns as influenced by residual stresses and variations in yield-stress level; basic strength of structural steel columns containing residual stresses may be expressed in terms of tangent modulus; approximations for design use are suggested; yield stress level and magnitude and distribution of residual stress in structural members.Keywords
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