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Post-elastic behavior of wide-flange steel beams
Relationship of flexural strength and fully plastic strength of wide flange steel sections is explained; based on tests on 21 simple beams of various cross sectional dimensions and moment gradients, semi-empirical expressions for strengths and deformations are established and expressions for effective moment curvature relationships for any rolled steel section are obtained; results are compared with rigid plastic and elastic theories.
Post-elastic behavior of wide-flange steel beams
Relationship of flexural strength and fully plastic strength of wide flange steel sections is explained; based on tests on 21 simple beams of various cross sectional dimensions and moment gradients, semi-empirical expressions for strengths and deformations are established and expressions for effective moment curvature relationships for any rolled steel section are obtained; results are compared with rigid plastic and elastic theories.
Post-elastic behavior of wide-flange steel beams
ASCE -- Proc (J Structural Div)
Sawyer, Jr., H.A. (author)
1961
29 pages
Article (Journal)
English
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