材料科学
分层(地质)
螺栓连接
结构工程
复合材料
接头(建筑物)
搭接接头
复合数
有限元法
方位(导航)
弯曲
刚度
承载力
过盈配合
剪切(地质)
复合材料层合板
工程类
计算机科学
古生物学
人工智能
生物
构造学
俯冲
作者
Kaifu Zhang,Junshan Hu,Peng Zou,Yi Cheng,Bing Luo,Hui Cheng
标识
DOI:10.1177/0021998319857463
摘要
The single-lap interference-fit bolted joint is widely used in composite structures. In order to get an accurate prediction of bearing strength, secondary bending and bolt load effects are studied in the present research via combination of experimental and numerical methods. The joint specimens with four levels of interference-fit size ( I) and bolt torque ( T) were tested according to ASTM standard D5961 to evaluate the bearing behavior and joint stiffness. Meanwhile, a finite element model considering the shear nonlinearity is built to simulate the bearing strength and evolution of intralaminar damage and delamination. Results show that the bearing behavior of composite joints is more sensitive to bolt load than interference-fit size, and the optimal pattern is I = 0.4% and T = 8 N-m, which can effectively improve bearing performance and alleviate secondary bending effect. Matrix failure and fiber–matrix shear-out failure accompanied with delamination are commonly observed and localized on the bearing side of joint-holes, indicating the desired non-catastrophic failure modes.
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