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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:复合材料层合纤维增强复合材料的面内断裂   抗断裂性:实验观察和数值裂缝   传播模拟

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摘要

A series of experimental results on the in-plane fracture of a fiberreinforced laminated composite panel is analyzed using the variationalmulti-scale cohesive method (VMCM). The VMCM results demonstrate the influenceof specimen geometry and load distribution on the propagation of large scalebridging cracks in the fiber reinforced panel. Experimentally observedvariation in fracture resistance is substantiated numerically by comparing theexperimental and VMCM load-displacement responses of geometrically scaledsingle edge-notch three point bend (SETB) specimens. The results elucidate thesize dependence of the traction-separation relationship for this class ofmaterials even in moderately large specimens, contrary to the conventionalunderstanding of it being a material property. The existence of a "freebridging zone" (different from the conventional "full bridging zone") isrecognized, and its influence on the evolving fracture resistance is discussed.The numerical simulations and ensuing bridging zone evolution analysisdemonstrates the versatility of VMCM in objectively simulating progressivecrack propagation, compared against conventional numerical schemes liketraditional cohesive zone modeling, which require a priori knowledge of thecrack 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平面内断裂的一系列实验结果。 VMCM结果表明,试样几何形状和载荷分布对纤维增强板中大尺度桥梁裂纹扩展的影响。通过比较几何比例的单边切口三点弯曲(SETB)标本的实验和VMCM载荷-位移响应,可以从数值上证实试验观察到的抗断裂性变化。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,这与传统的将其理解为材料特性的认识相反。认识到“自由桥接区”(不同于传统的“全桥接区”)的存在,并讨论了其对演化抗裂性的影响。数值模拟和随后的桥接区演化分析证明了VMCM在客观模拟渐进裂缝扩展中的多功能性。与传统的数值方案(例如传统的粘聚带建模)相比,后者需要先验的裂缝路径知识。

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