NONLINEAR LAYERED ANALYSIS OF RC PLATES AND SHELLS.

被引：0
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作者：
Hand, Frank R.
Pecknold, David A.
Schnobrich, William C.
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| 1600年 / 99期
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ELASTOPLASTIC BEHAVIOR;
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摘要：
A layered nonlinear finite element analysis including the elastoplastic behavior of steel, bilinear elastoplastic behavior of concrete, and limiting tension of concrete is presented. The incremental-variable elasticity analysis technique is used to obtain the load-deflection curve for any general plate or shell. The need for a shear retention factor to provide the torsional and shear stiffnesses for cracked concrete is examined.
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