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方形设肋薄壁钢管轻质混凝土短柱轴压承载性能的有限元分析
引用本文:冯涛,徐伟,罗应松.方形设肋薄壁钢管轻质混凝土短柱轴压承载性能的有限元分析[J].中国西部科技,2010,9(10):21-23.
作者姓名:冯涛  徐伟  罗应松
作者单位:中南大学土木建筑学院,湖南,长沙,410075
摘    要:本文采用ABAQUS有限元程序,对冷弯薄壁方钢管轻质混凝土短柱进行非线性有限元分析,计算和分析了冷弯薄壁方形钢管轻质混凝土短柱轴压时的荷载-位移全过程关系曲线。研究表明,设加劲肋能有效改善冷弯薄壁方钢管轻质混凝土短柱的承载能力。同时,研究了设肋方式、钢材强度、混凝土强度和钢管厚度对冷弯薄壁方钢管轻质混凝土短柱承载性能的影响。

关 键 词:加劲肋  冷弯薄壁  钢管轻质混凝土  有限元

Finite Element Analysis of Load-carrying Properties of Short Lightweight Concrete-filled Square Thin-walled Steel Tubular Columns with Ribs under Axial Compression
FENG Tao,XU Wei,LUO Ying-song.Finite Element Analysis of Load-carrying Properties of Short Lightweight Concrete-filled Square Thin-walled Steel Tubular Columns with Ribs under Axial Compression[J].Science and Technology of West China,2010,9(10):21-23.
Authors:FENG Tao  XU Wei  LUO Ying-song
Institution:(School of Civil Engineering and Architecture,Central South University,Changsha, Hunan 410075)
Abstract:In this paper,ABAOUS finite element program is used for non-linear finite element analysis of short lightweight concrete-filled square cold-formed thin-walled steel tubular columns to compute and analyze the complete loaddisplacement curve of short lightweight concrete-filled square cold-formed thin-walled steel tubular columns under axial compression.The results show that stiffening ribs can improve carrying capacity of short lightweight concrete-filled square cold-formed thin-walled steel tubular columns.Meanwhile,this paper studies effects of the set-up way of stiffening ribs,steel strength,concrete strength and thickness of steel tubes on load-carrying properties of short lightweight concrete- filled square cold-formed thin-walled steel tubular columns.
Keywords:Stiffening rib  Cold-formed thin walled  Lightweight concrete  Finite element
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