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A platform for research: civil engineering, architecture and urbanism
Static and transient response of cylindrical shells
Abstract Static and transient analysis of composite cylindrical shells is presented using a recently proposed shear deformation theory. The dynamic response is obtained by employing the numerical time integration scheme due to Newmark. The results obtained by using classical shell theory (CST) and Mindlin-type shear deformation theory (SDT) are compared with those obtained by using the proposed theory. The comparison studies reveal that the linear stress distribution, as assumed in CST and SDT, differs considerably from the predicted nonlinear distribution of the proposed theory.
Static and transient response of cylindrical shells
Abstract Static and transient analysis of composite cylindrical shells is presented using a recently proposed shear deformation theory. The dynamic response is obtained by employing the numerical time integration scheme due to Newmark. The results obtained by using classical shell theory (CST) and Mindlin-type shear deformation theory (SDT) are compared with those obtained by using the proposed theory. The comparison studies reveal that the linear stress distribution, as assumed in CST and SDT, differs considerably from the predicted nonlinear distribution of the proposed theory.
Static and transient response of cylindrical shells
Bhimaraddi, A. (author)
Thin-Walled Structures ; 5 ; 157-179
1986-07-27
23 pages
Article (Journal)
Electronic Resource
English
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