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首页> 外文期刊>International Journal of Solids and Structures >COMPARISON OF SHEAR-LAG THEORY AND CONTINUUM FRACTURE MECHANICS FOR MODELING FIBER AND MATRIX STRESSES IN AN ELASTIC CRACKED COMPOSITE LAMINA
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COMPARISON OF SHEAR-LAG THEORY AND CONTINUUM FRACTURE MECHANICS FOR MODELING FIBER AND MATRIX STRESSES IN AN ELASTIC CRACKED COMPOSITE LAMINA

机译:弹性裂纹复合材料层中纤维和基体应力模拟的剪力滞后理论与连续断裂力学的比较

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摘要

This study analyzes fiber tensile and matrix shear stresses near the crack tip ina transversely cracked, unidirectional, fiber-reinforced lamina under a remote tensile stress applied in the fiber direction. The two-dimensional lamina consists of parallel, equally-spaced elastic fibers with elastic matrix in-between, and contains a row of up to a few hundred contiguous fiber breaks aligned transverse to the fiber direction forming a central transverse crack. Using the break-influence superposition (BIS) technique, a recently developed method for analyzing a shear-lag model first introduced by Hedgepeth, we calculate the tensile and shear stress concentrations in the fibers and matrix, respectively. These are compared to tensile and shear stresses calculated using Linear Elastic Fracture Mechanics (LEFM) and the complete elasticity solution both for the continuum limit of a homogeneous, orthotropic elastic material with a transverse central crack loaded in Mode I. For the shear-lag model a critical scaling parameter for examining the stress behavior away from the crack tip along the fiber direction is root E*/G*, where E* and G* are composite in-plane stiffness constants along the fiber direction and in shear, respectively. In addition to these parameters, the LEFM and complete elasticity solutions also involve the effective transverse stiffness and Poisson's ratio. For a sizable crack (consisting of 100 or more fiber breaks), the fiber tensile stresses ahead of the crack tip along the crack plane calculated from the BIS approach achieve excellent agreement with the LEFM solution down to the scale of one fiber diameter and even better agreement with the complete solution both in the near crack tip field and far field, regardless of the composite stiffness constants. The profiles of the fiber tensile and matrix shear stresses along the fiber direction show generally good agreement, with the agreement improving as the composite stiffness transverse to the fiber direction grows. [References: 29]
机译:这项研究分析了在纤维方向上施加远距离拉应力的情况下,横向裂纹,单向,纤维增强薄层中裂纹尖端附近的纤维拉伸应力和基体剪切应力。二维薄层由平行的,等间隔的弹性纤维组成,中间有弹性矩阵,并且包含一排多达数百个连续的纤维断头,这些断头横向于纤维方向排列,形成一个中心横向裂缝。使用断裂影响叠加(BIS)技术(一种由Hedgepeth首次引入的用于分析剪力滞模型的最新开发方法),我们分别计算了纤维和基质中的拉伸应力和剪切应力浓度。将这些与使用线性弹性断裂力学(LEFM)计算的拉伸应力和剪切应力以及在模式I中加载有横向中心裂纹的均质正交各向异性弹性材料的连续极限的完整弹性解进行比较。对于剪切滞后模型用于检查沿着纤维方向远离裂纹尖端的应力行为的关键缩放参数是根E * / G *,其中E *和G *分别是沿着纤维方向和剪切方向的复合面内刚度常数。除了这些参数外,LEFM和完整的弹性解还涉及有效的横向刚度和泊松比。对于较大的裂纹(由100个或更多的纤维断裂组成),沿着BIS方法计算出的沿着裂纹平面的裂纹尖端前方的纤维拉伸应力与LEFM解决方案达到了极佳的一致性,甚至可以缩小到一个纤维直径的范围,甚至更好不论复合材料的刚度常数如何,在近裂纹尖端场和远场都与完整解决方案保持一致。沿着纤维方向的纤维拉伸应力和基体剪切应力的分布总体上显示出良好的一致性,并且随着横向于纤维方向的复合刚度的增长,一致性得到改善。 [参考:29]

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