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首页> 外文期刊>Journal of Composite Materials >Interlaminar Stress Concentrations in Layered Structures:Part II-Closed-Form Analysis of Stresses at Laminated Rectangular Wedges with Arbitrary Non-Orthotropic Layup
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Interlaminar Stress Concentrations in Layered Structures:Part II-Closed-Form Analysis of Stresses at Laminated Rectangular Wedges with Arbitrary Non-Orthotropic Layup

机译:层状结构中的层间应力集中:第二部分,任意非正交各向异性叠层矩形楔形处应力的闭式分析

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摘要

In the second of a series of two papers,a refined closed-form analysis method for the calculation of interlaminar stress concentrations in the vicinity of rectangular wedges of thermally loaded composite laminates with arbitrary layup is presented.Based on adequate layerwise shape assumptions for the in-plane components of Cauchy's stress tensor that automatically fulfill the conditions of traction free edges,the interlaminar stresses are derived from the three-dimensional equilibrium conditions in combination with the exact fulfillment of the given homogeneous boundary conditions of traction-free laminate facings and the requirement of continuity of the interlaminar stresses at the ply interfaces.The far field conditions of recovery of the stress results by classical laminate plate theory in the inner laminate regions with increasing distance from the laminate corner are accounted for.Free constants in the stress shape functions are determined by the minimization of the laminate's complementary potential energy which can be accomplished in an iterative manner.The stress shape functions are assumed as simple exponential terms with respect to the in-plane coordinates,whereas polynomials are applied as thickness functions.The present analysis methodology is found to be in good agreement with finite-element computations and yields reasonably accurate results with little computational effort.
机译:在两篇系列文章的第二篇中,提出了一种精确的闭合形式分析方法,用于计算任意铺层的热加载复合层压板的矩形楔形区域附近的层间应力集中。自动满足牵引自由边缘条件的柯西应力张量的平面分量,层间应力是从三维平衡条件结合精确满足无牵引层压板给定均匀边界条件和要求而得出的层间界面处层间应力连续性的影响。考虑了经典层合板理论在内部层合区域中随着距层合角的距离增加而恢复应力的远场条件。应力形状函数中的自由常数为由层压板的com最小化确定应力形状函数被假定为关于平面内坐标的简单指数项,而多项式被用作厚度函数。发现本分析方法具有良好的一致性。使用有限元计算,并且只需很少的计算工作即可获得相当准确的结果。

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