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Analytical investigation of the role of reinforcement in perpendicular beams of beam-column knee joints by 3D meso-scale model

机译:用3D中尺度模型分析钢筋在梁-柱膝关节垂直梁中的作用

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摘要

This paper presents an analytical investigation of the role of the reinforcing bars in the perpendicular beams of beam-column knee joints with mechanical anchorages. A computer simulation using 3D Rigid Body Spring Model (3D RBSM) is used for the analysis of RC beam-column joints in consideration of the effect of multidirectional arrangement of reinforcing steels. Simulation results provide beneficial information for understanding the macroscopic behavior because the internal stresses and crack conditions can be investigated. In this study, the beam-column joint simulation models are varied in the number of reinforcements to study the role of the reinforcing bar in perpendicular beam. Simulation results show that the capacity can be increased when reinforcing bars are added in the perpendicular beams. Through the study of the internal stresses and cracks using numerical simulation, the function of the longitudinal reinforcement in the perpendicular beams is to transfer the stresses from the joint to the perpendicular beams by means of the dowel action which is obtained by utilizing the multiple layers meshing of reinforcement and the local strain distribution. Ultimately, this research also shows that 3D RBSM can be a useful tool for the analysis of the RC beam-column joints with multidirectional arrangement of reinforcing steels based on a case-by case basis that cannot be addressed by the design code and conventional numerical methods.
机译:本文对具有机械锚固的梁柱膝关节垂直梁中钢筋的作用进行了分析研究。考虑到钢筋的多向布置效果,使用3D刚体弹簧模型(3D RBSM)进行的计算机仿真用于RC梁柱节点的分析。仿真结果为理解宏观行为提供了有益的信息,因为可以研究内部应力和裂纹状况。在这项研究中,梁-柱联合仿真模型的钢筋数量有所不同,以研究钢筋在垂直梁中的作用。仿真结果表明,在竖向梁中添加钢筋时,可以提高承载力。通过使用数值模拟研究内部应力和裂缝,垂直梁中的纵向钢筋的功能是通过利用多层啮合获得的销钉作用,将应力从接头传递到垂直梁。和局部应变分布最终,这项研究还表明,基于设计案例和常规数值方法无法解决的个案,3D RBSM可以成为分析钢筋多方向布置的RC梁柱节点的有用工具。 。

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