APPLICATION AND ELASTOPLASTIC CALCULATION THEORY OF BENDING COMPONENT FOR PRESTRESSED CONCRETE-FILLED STEEL TUBE STRUCTURE

Chen Lianmeng; Zhuang Yizhou; Zhu Hanya

doi:10.13204/j.gyjz200402017

Volume 34 Issue 2

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(2): 56-58,87

Liu Chengcai, Song Rongfang. THE EXPERIMENTAL STUDY ON THE STRUCTURAL PERFORMANCE OF THE PRESTRESSED CONCRETE CONTINUOUS LAMINATED HOLLOW SLABS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 38-40. doi: 10.13204/j.gyjz201206010

Citation:

Chen Lianmeng, Zhuang Yizhou, Zhu Hanya. APPLICATION AND ELASTOPLASTIC CALCULATION THEORY OF BENDING COMPONENT FOR PRESTRESSED CONCRETE-FILLED STEEL TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 56-58,87. doi: 10.13204/j.gyjz200402017

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APPLICATION AND ELASTOPLASTIC CALCULATION THEORY OF BENDING COMPONENT FOR PRESTRESSED CONCRETE-FILLED STEEL TUBE STRUCTURE

doi: 10.13204/j.gyjz200402017

1.
Department of Civil Engineering,Zhejiang University Hangzhou 310027

Received Date: 2003-10-25
Publish Date: 2004-02-20

Abstract

Abstract

Due to the mechanical limitation of the steel tubular concrete structure when bended, a new composite structure has been proposed, which combines properties of steel and concrete with prestressed technique. It widens the application of steel tubular structure. Also the elastoplastic calculation theory has been introduced by the analysis of the mechanism. At last, an application example is introduced.
- prestressing force,
- concrete-filled steel tube,
- composite structure,
- ultimate bearing capacity

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References(6)

References

徐文平, 徐金法.预应力钢管混凝土组合结构探讨.建筑技术, 1998(5):345

[2] 钟善桐.预应力钢结构.哈尔滨:哈尔滨工业大学出版社, 1986

[3] 陆赐麟.预应力钢结构学科的新成就及其在我国的工程实践.土木工程学报, 1999(3):3～10

[4] 钟善桐.钢管混凝土结构研究新动向.哈尔滨建筑大学学报, 1990(3):35～47

[5] 赵鸿铁.钢与混凝土组合结构.北京:科学出版社, 2001

[6] CECS28:90钢管混凝土结构设计与施工规程.北京:中国计划出版社, 1992

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