结构工程
材料科学
分层(地质)
复合数
极限抗拉强度
渐进崩塌
断裂(地质)
机械接头
最终失效
接头(建筑物)
复合材料
螺栓连接
失效模式及影响分析
开裂
复合材料层合板
流离失所(心理学)
有限元法
工程类
古生物学
心理学
生物
心理治疗师
构造学
俯冲
钢筋混凝土
作者
Jianxia Wang,Tianliang Qin,Narasimha Rao Mekala,Yujun Li,M. Heidari-Rarani,Kai‐Uwe Schröder
标识
DOI:10.1016/j.compstruct.2022.115227
摘要
Bolted joints are the dominant connection method in assembling composite structures. To investigate the failure mechanism of composite bolted joints under tensile loading, a three-dimensional progressive damage model for composite bolted joints was developed and implemented using the subroutine UMAT in Abaqus/Standard. This model considered several significant damage phenomena, such as the matrix crack orientation, the closure effect of matrix crack, and the longitudinal compressive responses of failed material under transversal constraints in the crush zone. The model utilized Hashin criterion for fiber fracture and Mohr–Coulomb based criterion for matrix cracking prediction separately. For validation of the model, a composite double-lap single-bolt joint configuration was adopted. The simulation results show high accuracy and precision compared with experimental results from the literature concerning inflection load, failure load, load–displacement response, and failure modes. Such a high-fidelity progressive damage model can overcome the inherent limitations of the experimental method. The bearing damage onset and propagation in the distinct plies and interfaces were investigated in detail at different load levels. It was found that matrix cracking initiates the joint damage onset and triggers fiber fracture. The initiation of interface delamination was identified as the mechanism by which the load–displacement response becomes nonlinear. The study revealed that matrix cracking is the dominant failure mode and induces the final rupture of the joints.
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