NONLINEAR LAYERED ANALYSIS OF RC PLATES AND SHELLS.

被引：0

作者：

Hand, Frank R.

Pecknold, David A.

Schnobrich, William C.

机构：

来源：

| 1600年 / 99期

关键词：

ELASTOPLASTIC BEHAVIOR;

D O I：

暂无

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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.

引用

共 50 条

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