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SNAP-BUCKLING OF THIN SHALLOW CONICAL SHELLS UNDER LINE LOADS
作者姓名:Liu Dong  Chen Shanlin Faculty of Civil Engineering
作者单位:Liu Dong; Chen Shanlin Faculty of Civil Engineering
摘    要:A theoretical analysis is presented for the snap-buckling behavior of thin shallow conical shells under axisymmetric line loads. By making use of the integral equation method and the modified iteration method, the second approximate formulas of elastic behavior are given. The effects of geometrical parameters and boundary conditions on the snap-buckling behavior are discussed

关 键 词:s:  Shallow  conical  shell  Snap-buckling  Integral  equation  method/Modified  iteration  method

SNAP-BUCKLING OF THIN SHALLOW CONICAL SHELLS UNDER LINE LOADS
Liu Dong,Chen Shanlin Faculty of Civil Engineering.SNAP-BUCKLING OF THIN SHALLOW CONICAL SHELLS UNDER LINE LOADS[J].Storage & Process,1996(1):52-58.
Authors:Liu Dong  Chen Shanlin Faculty of Civil Engineering
Institution:Liu Dong; Chen Shanlin Faculty of Civil Engineering
Abstract:A theoretical analysis is presented for the snap-buckling behavior of thin shallow conical shells under axisymmetric line loads. By making use of the integral equation method and the modified iteration method, the second approximate formulas of elastic behavior are given. The effects of geometrical parameters and boundary conditions on the snap-buckling behavior are discussed
Keywords:s: Shallow conical shell  Snap-buckling  Integral equation method/Modified iteration method
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