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NONLINEAR FINITE ELEMENT ANALYSIS OF HIGH-STRENGTH BOLT SPLICES

机译:高强度螺栓接头的非线性有限元分析

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Standard preload was loaded on the high-strength bolts using iterative balanced approach, while the influence of high-strength bolts preload, friction between the cover board and bolt cap, friction between the cover board and the flange or web, nonlinear contact pressure between bolt shank and the wall of holes in the panel were all taken consideration of. A 3-D nonlinear finite element analysis model of high-strength bolt splice was built based on non-linear finite element software MSC Marc, taking consideration of contact friction, frictional slip, and contact pressure. High-strength bolt splice of single panels was first simulated, and the simulating results were compared with the test results to verify the reliability of the model. In this simulation, it was confirmed that the finite element model can well simulate the bolt slip load and the ultimate load of the splice. On this basis, a high-strength bolt beam splice joint was simulated, and the simulation results exhibited a loaddisplacement curve which was in good agreement with the skeleton curve of the test. The model presented in this paper can well simulate the whole process of shear performance of high-strength bolts in splice joints, and it can be used for the analysis and calculation of high-strength bolt splice joint.
机译:使用迭代平衡方法将标准预紧力加载到高强度螺栓上,而高强度螺栓预紧力,盖板与螺栓帽之间的摩擦,盖板与法兰或腹板之间的摩擦,螺栓之间的非线性接触压力的影响刀柄和面板上的孔壁均已考虑在内。基于非线性有限元软件MSC Marc,在考虑接触摩擦,摩擦滑移和接触压力的基础上,建立了高强度螺栓接头的3D非线性有限元分析模型。首先对单板高强度螺栓连接进行了仿真,并将仿真结果与测试结果进行了比较,验证了模型的可靠性。在此仿真中,已确认有限元模型可以很好地模拟螺栓滑移载荷和接头的极限载荷。在此基础上,对高强度螺栓梁拼接接头进行了仿真,仿真结果表明其荷载位移曲线与试验的骨架曲线吻合良好。本文提出的模型可以很好地模拟高强度螺栓接头的抗剪性能的全过程,可用于高强度螺栓接头的分析与计算。

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