AI SearchLocal buckling strength of cylindrical shells with residual stress
Call Number: AIT Thesis no. 1342 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 1342Publication details: Bangkok : Asian Institute of Technology, 1978Description: 24 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1978
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A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
Thesis (M.Eng.) - Asian Institute of Technology, 1978
A theoretical study is presented on the elastic and inelastic local buckling strength of cylindrical shells under axial compression. The effect of residual stress due to the forming process of the cylindrical shell, is mainly given attention. The finite strip method is employed to obtain the stiffness and geometric matrices of a buckled cylindrical shell based on the deformation theory of plasticity. The analysis is performed under the boundary condition that the cylindrical shells are simply supported at the loading edges. In the numerical study, the critical radius over thickness ratio of the cylindrical shells are calculated and this is the major subject in this research.
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