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Numerical Model Research on Rotational Performance of Beam-Column High-Strength Bolt Extension End-Plate Connection Node

机译:梁柱高强度螺栓延伸端板连接节点旋转性能的数值模型研究

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The high-strength bolted end plate connection is widely used in the construction industry with its green environmental protection and excellent seismic performance. The joints of the joints are semi-rigid, the force performance is extremely complicated, and the experimental research cost is relatively high, and the cycle is very long. Therefore, the establishment of an efficient numerical model is of great significance for evaluating the force performance of high-strength bolt end plates. In this paper, the influence of different material models on the rotation performance of the joint is studied by numerical simulation, and the bending moment-rotation curve is obtained. The numerical simulation and the experimental results are in good agreement, so as to provide a reference for the design and application of this kind of joint.
机译:高强度螺栓端板连接广泛用于建筑业,绿色环保和出色的地震性能。 关节的关节是半刚性的,力性能极为复杂,实验性研究成本相对较高,周期很长。 因此,建立有效的数值模型对于评估高强度螺栓端板的力性能具有重要意义。 在本文中,通过数值模拟研究了不同材料模型对接头旋转性能的影响,获得了弯曲力矩旋转曲线。 数值模拟和实验结果吻合良好,以便为这种关节的设计和应用提供参考。

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