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Bending stress fields in composite laminate beams by a boundary integral formulation

机译:复合材料层合梁的弯曲应力场的边界积分公式

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The elasticity of a composite laminate under bending loads is approached through a boundary integral formulation and solved by the boundary element method. The integral equations governing the behaviour of each layer within the laminate, are deduced using the reciprocity theorem. Exact analytical singular solutions of the generalized orthotropic elasticity, i.e. the fundamental solutions of the problem, are employed as the kernels of the integral equation. The formulation does not make any assumption as to the nature of the elastic response and it allows consideration of general section geometries and stacking sequences. The solution is obtained through the enforcement of the interface continuity conditions and the prescribed boundary conditions in such a way that all of the elasticity relations involved in the problem description are exactly satisfied. Numerical solutions for different laminate configurations are presented which show that the present approach gives accurate stress distributions with meaningful advantages and without requiring too much computational effort.
机译:通过边界积分公式求出复合材料层合板在弯曲载荷下的弹性,并通过边界元法求解。使用互易定理推导了控制层压板中每一层行为的积分方程。广义正交各向异性弹性的精确解析奇异解(即问题的基本解)被用作积分方程的核。该公式没有对弹性响应的性质做任何假设,并且可以考虑一般截面的几何形状和堆积顺序。通过严格满足界面描述条件中涉及的所有弹性关系,可以通过实施界面连续性条件和规定的边界条件来获得解决方案。提出了针对不同层压板构造的数值解决方案,这些解决方案表明,本方法可提供准确的应力分布,并具有有意义的优势,而无需太多的计算工作。

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