Numerical analysis of damage progression and strength of countersunk composite joints

被引:48
作者
Chishti, Maajid [1 ]
Wang, Chun H. [1 ]
Thomson, Rodney S. [2 ]
Orifici, Adrian C. [1 ]
机构
[1] RMIT Univ, Sch Aerosp Mech & Mfg Engn, Melbourne, Vic 3001, Australia
[2] Cooperat Res Ctr Adv Composite Struct Ltd, Fishennans Bend, Vic 3207, Australia
关键词
Countersunk joints; Bearing; Progressive damage; Finite element analysis; DELAMINATION; SIMULATION; TENSILE;
D O I
10.1016/j.compstruct.2011.08.030
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A numerical investigation is conducted into the damage progression and strength of bolted joints between fibre-reinforced composite laminates using countersunk fasteners. Experimental tests were previously conducted on a bearing test specimen and countersunk fastener single-lap joints. In this work, computational models are developed for Abaqus/Explicit, with continuum shells employed to model in-plane ply failure. The bolt-nut assembly is modelled with rigid elements, and the models account for bolt torque and frictional contact. The material properties required in the computational model are determined from standard tests, with the compression fracture toughness of composite plies calibrated against experimental data from the bearing test. The analysis approach captures the load-carrying capability of all configurations, and provides reasonable accuracy in predicting damage patterns. The effects of bolt torque, clearance and countersink height ratio are investigated, and the analysis results compare well with experimental findings. Furthermore, the analysis provides rich insight into the damage progression and joint behaviour at the ply level, with the in-plane and through-thickness damage patterns mapped for increasing applied load. Delamination is incorporated using a cohesive element layer at the start of the countersunk region, though has minimal influence on damage progression and load-carrying capability, which agrees with the experimental results. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:643 / 653
页数:11
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