钢骨-方钢管混凝土偏压短柱力学性能的试验研究被引量：2

Experimental study of mechanical behavior of eccentrically-compressed concrete short columns with square steel tubular envelope and steel skeletal core

下载PDF

导出

摘要通过6根钢骨-方钢管混凝土组合短柱的偏心受压试验,研究该组合柱的受力性能.试验结果表明:钢骨-方钢管混凝土偏心受压组合短柱试件的破坏是由于方钢管局部出现凸曲而导致承载力的下降而引起的;混凝土的强度、方钢管的宽厚比和钢骨的用量都对组合柱的受力性能有着显著影响;通过截面应变分析,可以近似地认为偏心受压组合柱符合平截面假定. Six composite stub concrete columns with skeletal core and square steel tubular envelope were tested under eccentrically-loaded compression and their kinematic performance was investigated.Their experimental result showed that the reason of failure of these columns was that local buckling took place with the column specimen and its bearing capacity descended.The concrete strength,width-to-thickness ratio of square steel tube and the amount of steel skeletal core had significant effect on the bearing-capacity of the composite columns.It would be approximatively considered after strain analysis of column section that its deformation was consistent with the planar cross-section assumption.

作者王金鑫翁尚彬刘遥蹇佳

机构地区重庆电力设计院泸州职业技术学院机械工业第三设计研究院重庆大学出版社有限公司

出处《兰州理工大学学报》 CAS 北大核心 2011年第4期139-144,共6页 Journal of Lanzhou University of Technology

关键词组合柱方钢管混凝土承载力偏心荷载延性 composite columns concrete-filled square steel tube bearing-capacity eccentrically-loaded ductility

分类号 TU317.2 [建筑科学—结构工程] TU398.9 [建筑科学—结构工程]

引文网络
相关文献

参考文献5

1蔡绍怀.现代钢管混凝土结构[M].北京：人民交通出版社,2003..
2张素梅,郭兰慧,王玉银,田华.方钢管高强混凝土偏压构件的试验研究与理论分析[J].建筑结构学报,2004,25(1):17-24. 被引量：31
3陶忠,韩林海,黄宏.方中空夹层钢管混凝土偏心受压柱力学性能的研究[J].土木工程学报,2003,36(2):33-40. 被引量：53
4ZHAO X L,GRZEBIETA R.Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes [J]. Thin- Walled Structures, 2002,40 ( 2 ): 190-213.
5ZHAO X L, HAN B,GRZEBIETA R. Plastic mechanism analysis of concrete-filled double-skin (SHS inner and SHS outer) stub columns [J]. Thin-Walled Structures, 2002,40(10): 815- 833.

二级参考文献19

1左明生李四平等.方钢管混凝土偏压柱的试验研究[J].郑州工学院学报,1992,13(3):122-128.
2.GJB4142- 2000.战时军港抢修早强型钢-混凝土组合结构设计规程[S].,..
3日本建筑学会.コニクリ(一)ト充填钢管构造设计指针[Z].,..
4钟善桐.钢管混凝土结构[M].黑龙江科学技术出版社,1994..
5Wei S,Mas S T,Vipulanandan C,Mantrala S K.Performance of new sandwich tube under axial loading: Experiment [J] .Joumal of Structural Engineering, 1995, 121 (12): 1806 ～1814
6Wei S, Mau S T, Vipulanandan C, Mantrala S K. Performance of new sandwich tuber under axial loading:Analysis[J] .Journal of Structural Engineering, 1995,121(12): 1815 ～ 1821
7Zhao X L, Grzebieta R, Elchalakani M.Tests of concretefilled double skin circular hollow sections [A] . First Inter. Confer. on Steel & Composite Structures [C] .Pusan, Korea,June, 2001: 283 ～ 290
8Wright H, Odyemi T, Evans H R, The experimental behavior of double skin composite elements [J] .Journal of Constructional Steel Research, 1991, 19:91 ～ 110
9Zhao X L, Grzebieta R. Strength and ductility of concrete filled double skin (SHS Inner and SHS Outer) tubes [J] .ThinWalled Structures.2002, 40:199 ～ 233
10Yagishita,Kitoh H,Sugimoto M,Tanihira T,Sonoda K.Double skin composite tubular columns subjected to cyclic horizontal force and constant axial perce [A] . Proc. of 6th Inter. Confer.on Steel and Concrete Composite Structures [C] .USA,Apr. ,2000:497 ～ 503