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

Turn off MathJax

Article Contents

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

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

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

Citation:

PDF( 0 KB)

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