TESTS ON LOCAL COMPRESSION BEHAVIORS OF AXIALLY LOADED CONCRETE-FILLED STEEL TUBULAR MEMBERS WITH SQUARE SECTIONS

Liu Wei; Han Linhai

doi:10.13204/j.gyjz200401003

Volume 34 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(1): 10-13,89

He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021

Citation:

Liu Wei, Han Linhai. TESTS ON LOCAL COMPRESSION BEHAVIORS OF AXIALLY LOADED CONCRETE-FILLED STEEL TUBULAR MEMBERS WITH SQUARE SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 10-13,89. doi: 10.13204/j.gyjz200401003

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TESTS ON LOCAL COMPRESSION BEHAVIORS OF AXIALLY LOADED CONCRETE-FILLED STEEL TUBULAR MEMBERS WITH SQUARE SECTIONS

doi: 10.13204/j.gyjz200401003

Liu Wei,
Han Linhai

1.
College of Civil Engineering and Architecture,Fuzhou University Fuzhou 350002

Received Date: 2003-09-11
Publish Date: 2004-01-20

Abstract

Abstract

Local compression is a normal case in civil engineering.In order to have a further research on the local compression behaviors of concrete-filled steel tubular members with square sections, 28 axially loaded members under local compression were studied.Local compression tests of plain concrete and bearing strength tests of CFST were done simultaneously as a comparison, push-out tests were also carried out for bond strength.Based on the test results, the main factors were studied, and a method for bearing strength calculation was initially proposed.
- concrete-filled steel tubes,
- local compression,
- local compression area ratio,
- steel ratio,
- size effect

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References(10)

References

韩林海.钢管混凝土结构.北京:科学出版社, 2000

[2] 蔡绍怀, 焦占拴, 尉尚民, 等.钢管混凝土局部承压性能和强度计算的研究.建筑科学, 1989(2):18～23

[3] 蔡绍怀, 薛立红.钢管混凝土界面附近的局部承压实验研究.建筑科学, 1998, 14(4):9～13

[4] GB 50010-2002 混凝土结构设计规范

[5] ACI 318-99.Building Code Requirements for Structural Concrete and Commentary.Farmington Hills(MI), American Concrete Institute, Detroit:1999

[6] CEB-FIP Model Code 1990.C.E.B.Bullentin d'Information n.203.Lausanne:Comit Euro-International du Bton, 1991

[7] CECS 28∶90 钢管混凝土结构设计与施工规程.北京:中国计划出版社, 1992

[8] DL/T-5085-1999钢-混凝土组合结构设计规程.北京:中国电力出版社, 1999

[9] GJB 4142-2000 战时军港抢修早强型组合结构技术规程

[10] DBJ 13-51-2003 钢管混凝土结构技术规程

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