The Experimental Study on Internal Force Redistribution of High Strength Steel-High Strength Concrete Continuous Composite Beam

Article Preview

Abstract:

To study the internal force redistribution of high strength outer-plated steel-high strength concrete continuous composite beam, static load tests of two continuous composite beam specimens were conducted. The paper analyses the causes of internal force distribution of continuous composite beams. By using high strength steel and high strength concrete reasonably, plastic strain on sections of both the negative and positive maximum moment got fully developed at the load-bearing limiting state, and the continuous composite beams have sufficient plastic rotation ability and ductility to develop full moment redistribution.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

304-308

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Shi Qiyin, Huang Zhouyu, Li Aiqun. Experimental Investigation on Ductility of U-Section Steel—Encased Concrete Composite Beams[J]. Journal of southwest jiaotong university, 2008, 43 (2): 206-212.

Google Scholar

[2] Chen Lihua. Experimental Investigation on The New-type Outer-Plated Steel-Concrete Continuous Composite Beams and Joints[D]. Nanjing: southeast university, (2006).

Google Scholar

[3] Zhang Yanling, Li Yunsheng, Fan Jiansheng. Characteristics of bending moment redistribution and changing law with load in continuous composite beams [J]. Journal of central south university, 2011, 42(2): 449-455.

Google Scholar

[4] Li Li, Zheng Wenzhong. Experimental study on plastic property of reactive powder concrete continuous beams[J]. Journal of Harbin Institute of Technology, 2010, 42(2): 193-199.

Google Scholar

[5] Lin Yuan, Liu Jinsheng. Comparative Study on Moment Modulation Coefficient of Steel-Concrete Continuous Composite Beams[J]. Journal of Jiangxi science, 2008, 26 (4): 614-617.

Google Scholar