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Analysis for moments and deflexions in elastic-plastic range
New method employs "commuted curvatures", whereby values are obtained for rotations due to plastic yield; these values are applied to structural frame, considered elastic; formula for plastic rotation; method takes account of spread of plasticity along member; haunching effect at junction of members and also nonprismatic members and effect of axial load can be included; shear deflections are not covered.
Analysis for moments and deflexions in elastic-plastic range
New method employs "commuted curvatures", whereby values are obtained for rotations due to plastic yield; these values are applied to structural frame, considered elastic; formula for plastic rotation; method takes account of spread of plasticity along member; haunching effect at junction of members and also nonprismatic members and effect of axial load can be included; shear deflections are not covered.
Analysis for moments and deflexions in elastic-plastic range
Instn Civ Engrs -- Proc
Garden, R.J.P. (Autor:in)
1960
14 pages
Aufsatz (Zeitschrift)
Englisch
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