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Design finite element model of a bolted T-stub connection component

机译:螺栓T型连接件的设计有限元模型

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The paper is focused on a design approach to a T-stub component, which is key part in an analyticalumerical prediction of behaviour of the bolted end plate connections, by the Component Based Finite Element Method (CBFEM). The method combines the analytical Component Method and the numerical Finite Element Method (FEM). The distribution of internal forces is solved by the FEM. The connectors' behaviour is modelled by analytical models implemented into FEM as components. The method is developed for design of generally loaded complex joints with end plated where the distribution of internal forces is not clear. The resistance of the joint is controlled by limiting the plastic strain of plates and the strength of connectors, e.g. welds, bolts, and anchor bolts. The prediction of the initial stiffness and the deformation capacity is included natively. The T-stub in tension is investigated in this paper. CBFEM is verified on the research oriented model, which is validated against the authors' own experiments and the results from literature, and on the Component Method. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文着重于T型短截管构件的设计方法,这是通过基于构件的有限元方法(CBFEM)对螺栓端板连接的行为进行分析/数值预测的关键部分。该方法结合了分析成分法和数值有限元法(FEM)。内力的分布由有限元法解决。连接器的行为通过在FEM中作为组件实施的分析模型进行建模。该方法是为设计一般载荷的带有端板的复杂接头而设计的,这种接头的内力分布不明确。接头的电阻是通过限制板的塑性应变和连接器的强度来控制的。焊接,螺栓和地脚螺栓。初始刚度和变形能力的预测本身就包括在内。本文研究了处于拉伸状态的T型短管。 CBFEM在面向研究的模型上进行了验证,该模型针对作者自己的实验和来自文献的结果进行了验证,并在组件方法上进行了验证。 (C)2019 Elsevier Ltd.保留所有权利。

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