SOME ELEMENTS FOR ANALYSIS OF PLATE BENDING.

被引：0
|
作者：
Cook, Robert D.
机构：
来源：
| 1972年 / 98卷 / EM6期
关键词：
BENDING - DISPLACEMENT - HYBRID PRINCIPLE - SHEAR;
D O I：
暂无
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学科分类号：
摘要：
Rectangular and general quadrilateral plate elements having 12 degrees-of-freedom are treated. New elements are derived, two based upon assumed displacement fields and others upon the assumed-stress hybrid principle. some of these elements account for the effects of transverse shear deformation. The hybrid elements admit the possibility of continuously variable element stiffness. The new elements, as well as closely related elements previously derived, are subjected to numerical tests.
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页码：1453 / 1470
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