A three dimensional implicit finite element damage model and its application to single-lap multi-bolt composite joints with variable clearance

被引:51
作者
Zhou, Yinhua [1 ,2 ]
Nezhad, Hamed Yazdani [2 ]
Hou, Chi [1 ]
Wan, Xiaopeng [1 ]
McCarthy, C. T. [2 ]
McCarthy, M. A. [2 ]
机构
[1] Northwestern Polytech Univ, Xian 710072, Peoples R China
[2] Univ Limerick, Dept Mech Aeronaut & Biomed Engn, Irish Ctr Composites Res, Mat & Surface Sci Inst, Limerick, Ireland
关键词
Composites; Bolted joints; Plasticity; Clearance; Damage evolution; Puck's criterion; FIBER-REINFORCED COMPOSITES; BOLTED JOINTS; FAILURE ANALYSIS; STRENGTH PREDICTION; STRESS-ANALYSIS; PART II; SHEAR; CRITERIA; DELAMINATION; THICKNESS;
D O I
10.1016/j.compstruct.2015.06.073
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A three-dimensional, implicit, finite element composites damage model is developed, and applied to a problem involving highly complex, three-dimensional loading, i.e. a single-lap, multi-bolt, composite joint, having variable clearances. The model extends a previous model, adding Puck's criteria to allow delamination-like, transverse cracking-like or mixed mode failures to be simulated. Plasticity is also added for non-reversible strains in the undamaged parts of the matrix, and a mesh independence strategy is incorporated. A back-up strategy for when the Newton Raphson method fails to converge, adds significantly to model robustness. The model is implemented in a commercial, implicit solver and demonstrates excellent robustness, being capable of following damage progression from onset, through bearing failure at the holes, to catastrophic, net-tension failure. The predicted failure modes and loads are in good agreement with experiment The effect of clearance on secondary bending, and consequently on damage progression, is demonstrated. The current model shows better capability than our previous model for predicting matrix damage near the hole, which will be important for future fatigue modelling studies. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1060 / 1072
页数:13
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