低速冲击下复合材料层合板非局部渐进失效分析及剩余强度研究
[Abstract]:Carbon fiber toughened epoxy matrix composites have been favored by researchers for their advantages of light weight, high strength and good designability. In recent years, the progressive damage analysis method (CDM) has been widely used in aerospace composite structures. However, progressive damage and continuous stiffness degradation of laminated plates usually show high nonlinearity. How to understand the mechanism of damage evolution after energy dissipation is very important. The failure mechanism of composite laminated plates under low speed impact loads is particularly complicated and usually accompanied by strain localization. Aiming at the in-plane damage of composite laminates, the nonlocal integral theory developed by Ba?ant et al is introduced to solve the localization problem of composites under low speed impact by embedding VUMAT subroutine in the progressive failure model. The simulation results show that the nonlocal progressive failure model can well simulate the failure evolution and dynamic response of composite specimens under different loading conditions and effectively improve the mesh sensitivity of composite analysis model. In order to further verify the effectiveness of the non-local progressive failure impact model, the residual compression and residual shear strength of civil aircraft composite structures after impact were studied by means of the combination of test and finite element simulation. Firstly, the damage evolution and impact response of T700/QY8911 and T700 / 3234 composite laminates under low speed impact are simulated by non-local finite element method. The improved Hashin criterion, bilinear and exponential damage evolution rules are introduced into the subroutine. The accuracy of the nonlocal algorithm in solving the impact damage simulation problem is verified. Then, through the ABAQUS restarting analysis, the impact damage is predefined in the form of the composite structure, and the whole process of the low-speed impact-compression / shear simulation is completed, respectively. The simulation results are in good agreement with the test results. The precision of residual strength model is greatly improved. Finally, the failure mechanism and load-bearing characteristics of composite beam web structure with impact damage under shear load are studied. It is found that under the joint action of sub-layer buckling and fiber fracture, the ultimate bearing capacity of the specimen is lost and the bearing capacity is 45? Directional failure. Combined with nonlocal progressive failure simulation, the damage tolerance of composite beam web structure was evaluated.
【学位授予单位】:哈尔滨工业大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:TB33
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