four-node flat rectangular shear panel 四节点平矩形剪切面
CS shear panel CS剪力板
shear panel damper 剪切板阻尼器
unstiffened shear panel 非加劲受剪板
a procedure Shear panel View 说明一个剪切板查看程序
The panels have been treated as equivalent shear panel, then the cove-ntional finite element method can be employed in the analysis of this structure.
以等效受剪板代替上述的后屈曲板，则可利用常规有限元法进行该结构分析。
The rigidity of the equivalent shear panel is equal to the incremental rigidity of the post-buckled composite shear panel, while the latter is determined by th…
利用常规有限元法确定增量位侈，然后再根据余虚功原理求得后屈曲复合材料受剪板的应力增量和应变增量。
The effects played by transverse shear deformation, panel geometric parameters, total number of plies, fiber orientation, and initial geometric imperfections are studied.
讨论了横向剪切变形，曲板几何参数，铺层数，铺展方式和初始几何缺陷等各种参数变化的影响。
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