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一般硬化材料板弹塑性弯曲的工程解法
引用本文:吴国勋,张行.一般硬化材料板弹塑性弯曲的工程解法[J].北京航空航天大学学报,1994,20(1):63-70.
作者姓名:吴国勋  张行
作者单位:北京航空航天大学飞行器设计与应用力学系
摘    要:在小弹塑性变形范围内,首先将应力写成应变的奇次四项式的幂函数形式,使其相当精确地拟合材料的拉抻曲线,然后,用弹性板的位移模态和一待定系统构成板的弹塑性位移场,用最小势能原理确定该系数,从而得到板的封闭解。

关 键 词:弹塑性  弯曲  弹性位移模态

AN ENGINEERING SOLUTION FOR THE ELASTOPLASTIC BENDING OF PLATES IN GENERL HARDENING MATERIALS
Wu Guoxun, Zhang Xing.AN ENGINEERING SOLUTION FOR THE ELASTOPLASTIC BENDING OF PLATES IN GENERL HARDENING MATERIALS[J].Journal of Beijing University of Aeronautics and Astronautics,1994,20(1):63-70.
Authors:Wu Guoxun  Zhang Xing
Abstract:The stress-strain relationship is written first as a homogenens power funetion with four terms, in order to fit the stress-strain curse of materials precisely in the range of small elas to-plastic deformation. Then. the displacement modes of elastic plates and an undeterminedcoefficient are introduced to form the elasto-plastic displacement field. Based on the principleof minimun potential energy. this coefficient is determined and the closed solution can be obtained.
Keywords:displacement modes  elastic-plastic problems  bending  elastic displace ment mode  principle of minimum potential energy  
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