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胶补加筋板应力强度因子及胶层剪应力计算
引用本文:乔世范,顿志林,刘宝琛. 胶补加筋板应力强度因子及胶层剪应力计算[J]. 力学与实践, 2003, 25(5): 0-0
作者姓名:乔世范  顿志林  刘宝琛
作者单位:1. 中南大学土建学院,长沙,410075
2. 焦作工学院土建系,焦作,454000
基金项目:河南省自然科学基金项目(974040900)资助.
摘    要:
 在铆钉力法的基础上,提出计算胶接修补加筋板结构应力强度因子及胶层剪应力的解析法,对分析胶接修补的加筋板强度具有现实意义. 利用影响系数,可以得到筋条、补片及蒙皮位移的表达式,根据位移协调条件,建立联立方程,从而得到胶层剪应力及铆钉力. 通过解析式,计算裂纹尖端的应力强度因子,分析补片对结构修补的效果,综合考虑了筋条及补片对应力强度因子的影响.

关 键 词:应力强度因子  剪应力  
修稿时间:2002-05-26

DISPLACEMENT CALCULATION IN A TRANSVERSELY ISOTROPIC FOUNDATION UNDER HORIZONTAL LOADS
QIAO Shifan DUN Zhilint LIU Baochen. DISPLACEMENT CALCULATION IN A TRANSVERSELY ISOTROPIC FOUNDATION UNDER HORIZONTAL LOADS[J]. Mechanics and Engineering, 2003, 25(5): 0-0
Authors:QIAO Shifan DUN Zhilint LIU Baochen
Abstract:
Based upon the general equations of a trans-versely isotropic foundation, the stress functions and the theory of Fourier transforms, the basie displacement so-lutions for a transversely isotropic body under horizontal concentrated loads are obtained. By integration, the displacements caused by horizontal uniform, trianglar or trapezoid distributed loads acting on the strip area of a transversely isotropic foundation are obtained. With mea-sured elastic constants, graphs of relative horizontal dis-placements of a transversely isotropic foundation are com-pared with those of an isotropic foundation. Some valu-able conclusions are drawn.
Keywords:transversely isotropic foundation   constitutive equation   displacement solution   Fourier transforms
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