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首页> 外文期刊>Frattura e Integrita Strutturale >Influence of material inhomogeneity and non-linear mechanical behavior of the material on delamination in multilayered beams
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Influence of material inhomogeneity and non-linear mechanical behavior of the material on delamination in multilayered beams

机译:材料不均匀性和材料的非线性力学行为对多层梁中分层的影响

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The delamination fracture in four-point bending beams made of adhesively bonded lengthwise vertical layers is studied assuming that each layer exhibits smooth material inhomogeneity along the width and length of the layer. The study aims at determining the strain energy release rate with applying the Ramberg-Osgood equation for modeling the non-linear mechanical behavior of the material in each layer. Cosine laws are used to describe the continuous variation of the modulus of elasticity in width and length directions of layers. Beams made of an arbitrary number of vertical layers which have individual widths and material properties are considered. Besides, the delamination crack is located arbitrary between layers, i.e. the two crack arms have different widths. The J -integral is applied for verification of the non-linear solution to the strain energy release rate derived in the present paper. The solution is used to investigate the influence of material inhomogeneity in width and length directions of layers, the crack location along the beam width, the non-linear mechanical behavior of the material and the crack length on the delamination fracture behavior. The approach developed is expected to be useful in structural design of multilayered inhomogeneous beams with considering the delamination fracture behavior.
机译:假设每个层沿层的宽度和长度显示出平滑的材料非均质性,则研​​究由粘合的纵向垂直层制成的四点弯曲梁的分层断裂。该研究旨在通过应用Ramberg-Osgood方程来确定每层材料的非线性力学行为,从而确定应变能释放率。余弦定律用于描述层的宽度和长度方向上的弹性模量的连续变化。考虑由任意数量的具有单独的宽度和材料属性的垂直层制成的梁。此外,分层裂纹位于各层之间的任意位置,即两个裂纹臂具有不同的宽度。 J积分用于验证本文导出的应变能释放速率的非线性解。该解决方案用于研究材料在层的宽度和长度方向上的不均匀性,沿梁宽度的裂纹位置,材料的非线性力学行为以及裂纹长度对分层断裂行为的影响。考虑到分层断裂行为,开发的方法有望用于多层不均匀梁的结构设计。

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