SHAPE COEFFICIENT STUDY ON BOLTED TOP AND SEAT ANGLE CONNECTIONS BASED ON THREE-PARAMETER POWER MODEL
-
摘要: 基于适合结构分析的三参数模型,选取8个节点模型,利用大型有限元分析软件ANSYS 10.0对上下翼缘角钢半刚性连接节点进行分析,并与已有的试验数据进行校准,得到连接节点的弯矩-转角曲线。利用数值分析方法拟合连接节点的弯矩-转角曲线,得到每个节点弯矩-转角曲线的形状系数值。研究表明,利用数值拟合方法得到的拟合曲线和试验曲线与有限元曲线吻合较好,拟合得到的形状系数值相差较小。通过对比节点初始刚度、极限弯矩值以及各曲线拟合结果,建议顶底翼缘角钢半刚性节点的形状系数n取值为1.9。Abstract: In this paper,eight top and seat angle connections were selected for parameters analysis with ANSYS 10.0,based on three-parameter power model which was fit for structural analysis.The results were testified with prevenient test data and others M- curves were got.The suggested value of shape coefficient(n)was got by numerical analysis method of these curves.The research indicated that numerical curves is fitted with test curves and FEA curves perfectly,and the shape coefficient(n)value of those numerical curves have small difference.By contrast of the initial stiffness and ultimate bending moment and those fitting curves,it was suggested that the value of the shape coefficient(n)of top and seat angle connections should be 1.9.
-
Kishi N,Chen W F.Moment-Rotation Relation of Semi-Rigid Connections with Angles[J].Journal of Structural Engineering,1990,116(7): 1813-1834. [2] Chen W F, Kishi N.Semi-Rigid Steel Beam-to-Column Connections: Data and Modeling [J].Journal of Structural Engineering,1989,115(1): 105-119. [3] 王燕.半刚性节点连接初始刚度和结构内力分析[J].工程力学,2003,20(6): 65-69. [4] 向芳.上下翼缘角钢半刚性连接的静力性能研究[D].长沙:湖南大学,2005. [5] Ali A.Nonlinear Analysis on Prying of Top-Seat Angle Connections[J].Journal of Applied Mechanics,JSCE,2001,4(1): 227-236. [6] GB 500172003 钢结构设计规范[S]. [7] Li Guoqiang.Approximate Estimation of the Maximum Load of Semi-Rigid Steel Frames [J].Journal of Constructional Steel Reaearch,2000,54: 213-225. [8] Azizinamini.Static and Cyclic Performance of Semi-Rigid Steel Beam-to-Column Connections [J].Journal of Structural Engineering,1989,115(12): 2979-2999. [9] 完海鹰.钢结构半刚性连接体系理论分析及实验研究[D].合肥: 中国科技大学,2009.
点击查看大图
计量
- 文章访问数: 101
- HTML全文浏览量: 13
- PDF下载量: 91
- 被引次数: 0