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1)  the test on shear buckling of cylindric shell
圆柱壳剪切屈曲实验
2)  cylindrical shell buckling
圆柱壳屈曲
3)  shear buckling test
剪切屈曲试验
1.
The article introduces the shear buckling test made by Professor Hamilton in America,and carries out the finite element analysis of elastic-plastic local buckling and integral buckling.
该文介绍了美国Hamilton教授的剪切屈曲试验情况,并对试验梁进行了弹塑性局部屈曲和整体屈曲有限元分析;采用小挠度线性理论,将局部屈曲和整体屈曲板件分别比拟成四边受剪的矩形板和正交异性板,推导了各自的临界剪应力计算公式。
4)  Shear buckling
剪切屈曲
1.
The calculations analyzed various factors influencing the shear buckling of aluminum plates such as the width-to-thickness ratio,stiffener spacing,alloy temper,and end post.
针对铝合金梁中可能出现的腹板剪切屈曲,通过有限元方法研究了铝合金受剪板件的稳定性。
2.
The influences of shear buckling stress, critical load and buckling mode of the corrugated steel webs with different web dimension parameters in prestressed concrete composite box-girder bridge are investigated by analytical method and 3D finite element method.
通过解析方法及空间有限元方法研究波形钢腹板预应力混凝土组合箱梁桥在各种腹板尺寸参数时,对钢腹板的剪切屈曲应力或临界荷载及屈曲模态的影响。
3.
Border problem of shear buckling of annular plates is described with Van Kanmán s equation,and the border problem is divided into some differential operator equations that they are equivalent in the space of Soblver,linear problem and characteristics are studies too.
利用vanKarm偄n理论描述环形板剪切屈曲边值问题,并把有关边值问题化成某个Sobolev空间中等价的算子方程,研究边值问题的线性化问题和相应的特征值。
5)  buckling/ring-stiffened cylindrical shell
屈曲/环加肋圆柱壳
6)  shear test
剪切实验
1.
The results show that shear strength parameters from a shear test and a triaxial compressive test are not consistent, and that friction angle changes with a regularity of continuous decreasing from the shear of intact rock to the triaxial compression of rock mass to the shear of structural planes.
对红层软岩的大量实验表明,剪切与三轴压缩实验测得的抗剪强度参数值不一致,而且内摩擦角从完整岩石剪切实验、三轴压缩实验到结构面剪切实验呈现出由大到小的规律。
补充资料:壳壳
1.亦作"殻殻"。 2.诚笃貌。 3.中空貌。 4.象声词。
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