PARAMETRIC ANALYSIS ON FLEXURAL CAPACITY OF FLANGE-PLATE CONNECTION CONSIDERING PRYING FORCE
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摘要: 法兰连接节点在弯矩作用下将产生撬力作用。为得到撬力作用的关键影响参数,针对法兰连接节点的4种基本形式,利用有限元分析软件ANSYS,对法兰连接节点抗弯承载性能进行分析,着重考虑影响节点受拉区域撬力作用的各种因素。分析发现,法兰盘厚度、法兰盘内外径之比、管径与螺栓内边距之比等参数的变化对撬力作用影响较大,为撬力作用的控制因素。建议通过控制这些参数来控制撬力作用的大小。Abstract: This paper was aimed to obtain the key impact parameters of prying action, which existed in the tensile region of flange-plate connection under bending moment. It took an analysis of four basic kinds of flange-plate connectionsflexural capacity, which was developed by means of finite element method simulation with finite element program ANSYS. The analysis especially studied the effect factors of prying force in the tensile region of connection.The corresponding parametric analysis was developed. It was proved that the thickness of flange-plate, the ratio of outer and inner diameter of flange-plate and the ratio of diameter of tube to the inner edge of bolts had a greater effect on the prying forces. It was suggested that prying forces should be controlled based on the adjustment of these key impact parameters in practical engineering design.
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Key words:
- flange-plate connection /
- bending moment /
- FEM /
- prying force /
- parametric analysis
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[2] 孙鹏,王元清,石永久.方钢管法兰连接承载性能的有限元分析[J].中北大学学报: 自然科学版,2006,30(5):431-435. 孙鹏,王元清,石永久.圆钢管法兰连接承载性能的有限元分析[J].钢结构,2009,24(8):16-20. [3] 薛伟辰,黄永嘉,王贵年,等.500kV 吴淞口大跨越塔柔性法兰原型试验研究[J].工业建筑,2004,34 (3):68-70. [4] 高湛,彭少民,刘宗辉,等.变电构架中刚性法兰的有限元分析[J].工业建筑,2005,35(S1):294-297. [5] 王笑峰,何敏娟,马人乐,等.柔性法兰节点试验分析及简化计算方法研究[J].工业建筑,2001,31 (3):56-58. [6] 苟兴文.钢管结构法兰连接节点性能研究[D].北京: 中冶集团建筑研究总院,2010. [7] 宗亮.钢管结构法兰连接抗弯承载性能研究[D].北京: 清华大学,2010. [8] GB 501352006 高耸结构设计规范[S]. [9] DL /T 51542002 架空送电线路杆塔结构设计技术规定[S].
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