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首页> 外文期刊>International Journal of Solids and Structures >In-plane fracture of laminated fiber reinforced composites with varying fracture resistance: Experimental observations and numerical crack propagation simulations
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In-plane fracture of laminated fiber reinforced composites with varying fracture resistance: Experimental observations and numerical crack propagation simulations

机译:断裂强度不同的层状纤维增强复合材料的面内断裂:实验观察和数值裂纹扩展模拟

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摘要

A series of experimental results on the in-plane fracture of a fiber reinforced laminated composite panel is analyzed using the variational multiscale cohesive method (VMCM). The VMCM results demonstrate the influence of specimen geometry and load distribution on the propagation of large scale bridging cracks in the fiber reinforced panel. Experimentally observed variation in fracture resistance is substantiated numerically by comparing the experimental and VMCM load-displacement responses of geometrically scaled single edge-notch three point bend (SETB) specimens. The results elucidate the size dependence of the traction-separation relationship for this class of materials even in moderately large specimens, contrary to the conventional understanding of it being a material property. The existence of a "free bridging zone" (different from the conventional "full bridging zone") is recognized, and its influence on the evolving fracture resistance is discussed. The numerical simulations and ensuing bridging zone evolution analysis demonstrates the versatility of VMCM in objectively simulating progressive crack propagation, compared against conventional numerical schemes like traditional cohesive zone modeling, which require a priori knowledge of the crack path.
机译:使用变分多尺度内聚法(VMCM)分析了纤维增强层压复合板的面内断裂的一系列实验结果。 VMCM结果证明了试样几何形状和载荷分布对纤维增强面板中大规模桥接裂纹扩展的影响。通过比较几何比例缩放的单边切口三点弯曲(SETB)标本的实验和VMCM载荷-位移响应,可以从数值上证实实验观察到的抗断裂强度变化。结果阐明了即使在中等大小的样品中,此类材料的牵引分离关系的尺寸依赖性,这与传统上将其理解为材料属性的认识相反。人们认识到了“自由桥接区”(不同于传统的“全桥接区”)的存在,并讨论了其对不断发展的抗断裂性的影响。数值模拟和随后的桥接区域演化分析证明,VMCM在客观模拟渐进式裂纹扩展方面具有多功能性,与传统的数值方案(如传统的粘性区域建模)相比,后者需要先验知识的裂纹路径。

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