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LARGE DEFLECTION OF A CIRCULAR PLATE ON PASTERNAK FOUNDATION UNDER A CONCENTRATED LOAD AT THE CENTER
作者姓名:Liu  Dong  Liu  Longquan
作者单位:Dept. of Civil Engineering
摘    要:Based on Karman's nonlinear foundamental differential equations, the new method combines perturbation method with integral equation method is forward to solve nonlinear bending of a clamped circular plate on Pasternak foundation under a concentrated load at the center. This method is simple and easy to use. The numerical results show that the present solution is reliable.

关 键 词:Pasternak  foundation  circulari  plate  large  deflecton  perturbation-integral  equation  method

LARGE DEFLECTION OF A CIRCULAR PLATE ON PASTERNAK FOUNDATION UNDER A CONCENTRATED LOAD AT THE CENTER
Liu Dong Liu Longquan.LARGE DEFLECTION OF A CIRCULAR PLATE ON PASTERNAK FOUNDATION UNDER A CONCENTRATED LOAD AT THE CENTER[J].Storage & Process,1992(4).
Authors:Liu Dong Liu Longquan
Institution:Dept. of Civil Engineering
Abstract:Based on Karman's nonlinear foundamental differential equations, the new method combines perturbation method with integral equation method is forward to solve nonlinear bending of a clamped circular plate on Pasternak foundation under a concentrated load at the center. This method is simple and easy to use. The numerical results show that the present solution is reliable.
Keywords:Pasternak foundation  circulari plate  large deflecton  perturbation-integral equation method
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