ANALYSIS OF A THICK TRANSVERSELY ISOTROPIC CIRCULAR CYLINDRICAL-SHELL SUBJECTED TO ASYMMETRIC LOAD

被引：4

作者：

CHANDRASHEKHARA, K

KUMAR, BS

机构：

[1] Department of Civil Engineering, Indian Institute of Science, Bangalore

来源：

ACTA MECHANICA | 1990年 / 84卷 / 1-4期

关键词：

D O I：

10.1007/BF01176088

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

Solution for a thick transversely isotropic simply supported circular cylindrical shell subjected to asymmetric patch load has been obtained using a set of three displacement functions and elasticity approach. Numerical results have been carried out for patch loads with different material properties, thickness to mean radius. The results obtained from this analysis have been compared with elassical shell theory, shear deformation theory of Vinson and Chou and higher order shear deformation theory of Bhimaraddi and Stevens. © 1990 Springer-Verlag.

引用

页码：63 / 75

页数：13

共 29 条

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