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Mechanical Performance and Failure Mechanism of Thick-walled Composite Connecting Rods Fabricated by Resin Transfer Molding Technique

机译:树脂传递模塑技术制造厚壁复合连杆的力学性能及失效机理

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A resin transfer molding technique was used to fabricate thick-walled composite connecting rods, and then the mechanical performance of the connecting rod was studied experimentally, at the same time the stress and failure index distributions were simulated numerically. The experimental results show that under a tensile load, the connecting rod first cracks near the vertex of the triangle areas at the two ends, and then the damage propagates along the interface between the main bearing beam and the triangle area as well as along the round angle of the triangle area. Whereas under a compressive load, the delamination primarily occurs at the corner of the U-shaped flange, and the final destruction is caused by the fracture of fibers in the main bearing beam. The simulated results reveal that the tensile failure is originated from the delamination at the round angle transition areas of the T-joints, and the failure strength is determined by the interlaminar strength. Whereas the compressive failure is caused by the fracture of fibers in the main bearing beam, and the failure strength of the structure is determined by the longitudinal compressive strength of the composite material. The simulated results are basically consistent with the experimental results. Hence the mechanical performance and failure mechanism of the complicated composite structure are revealed in great detail through the coupling of the two kinds of research methods, which is helpful for the optimal design of composite structures.
机译:采用树脂传递模塑技术制造厚壁复合连杆,然后对连杆的力学性能进行了实验研究,同时对应力和破坏指标分布进行了数值模拟。实验结果表明,在拉力作用下,连杆首先在两端三角形区域的顶点附近开裂,然后沿主轴承梁与三角形区域之间的界面以及圆弧传播。三角形区域的角度。而在压缩载荷下,分层主要发生在U形法兰的拐角处,最终破坏是由主轴承梁中纤维的断裂引起的。仿真结果表明,拉伸破坏是由T形接头圆角过渡区的分层引起的,破坏强度由层间强度确定。而压缩破坏是由主支承梁中的纤维断裂引起的,而结构的破坏强度则取决于复合材料的纵向压缩强度。仿真结果与实验结果基本吻合。因此,通过两种研究方法的结合,详细揭示了复杂复合结构的力学性能和破坏机理,有助于复合结构的优化设计。

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