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Experimental and numerical study on bearing failure of countersunk composite-composite and composite-steel joints

机译:埋藏复合材料复合材料和复合钢接缝轴承失效的实验与数值研究

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摘要

Tensile experiments were conducted on composite-composite joints and composite-steel joints with countersunk bolts while three-dimensional finite element models using progressive damage method on composite were developed to simulate bearing failure of joints. Experimental results showed good repeatability and bearing damage showed obvious difference between the two kinds of joints. Solid elements were chosen to model all the parts and laminates were partitioned into actual number of plies in order to gain accurate stress distribution and damage profile in each ply. A 3D Hashin-type criteria and degradation rules were implemented using a user subroutine in ABAQUS. Numerical results had good agreement with experimental results considering clearance effects. Composite-steel joints showed better carrying capacity than composite-composite joints according to load-displacement curves and damage evolution processes. Delamination were more severe in composite-composite joints indicating that it is necessary to pay attention to designing composite laminates and structures under certain load condition.
机译:在复合复合关节和复合钢接头上进行拉伸实验,同时开发了使用在复合材料上使用渐进式损伤方法的三维有限元模型来模拟接头的轴承失效。实验结果表明,两种关节之间存在明显差异的良好的可重复性和轴承损伤。选择固体元素以将所有部件和层压板划分为实际的层数,以便在每个层中获得准确的应力分布和损伤曲线。使用ABAQU中的用户子程序实现了3D Hashin类型标准和劣化规则。数值结果与考虑到清关效果的实验结果吻合良好。根据负载 - 位移曲线和损伤进化过程,复合钢接头显示出比复合复合接头更好的承载力。复合复合关节中的分层更严重,表明有必要在某些载荷条件下设计设计复合层压板和结构。

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