Please wait a minute...
Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2005, Vol. 6 Issue ( 8): 11-    DOI: 10.1631/jzus.2005.A0859
    
Numerical analysis of ultimate strength of concrete filled steel tubular arch bridges
XIE Xu, CHEN Heng-zhi, LI Hui, SONG Shi-rui
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China; Department of Civil Engineering, Ningbo University, Ningbo 315211, China; Centre for Civil & Construction Engineering, University of Manchester, Manchester, M601QD, United Kingdom
Download:     PDF (0 KB)     
Export: BibTeX | EndNote (RIS)      

Abstract  The calculation of ultimate bearing capacity is a significant issue in the design of Concrete Filled Steel Tubular (CFST) arch bridges. Based on the space beam theory, this paper provides a calculation method for determining the ultimate strength of CFST structures. The accuracy of this method and the applicability of the stress-strain relationships were validated by comparing different existing confined concrete uniaxial constitutive relationships and experimental results. Comparison of these results indicated that this method using the confined concrete uniaxial stress-strain relationships can be used to calculate the ultimate strength and CFST behavior with satisfactory accuracy. The calculation results are stable and seldom affected by concrete constitutive relationships. The method is therefore valuable in the practice of engineering design. Finally, the ultimate strength of an arch bridge with span of 330 m was investigated by the proposed method and the nonlinear behavior was discussed.

Key wordsConcrete Filled Steel Tubular (CFST)      Confined concrete      Stress-strain relationship      Ultimate strength     
Received: 30 July 2004     
CLC:  TU31  
Cite this article:

XIE Xu, CHEN Heng-zhi, LI Hui, SONG Shi-rui. Numerical analysis of ultimate strength of concrete filled steel tubular arch bridges. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6( 8): 11-.

URL:

http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2005.A0859     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2005/V6/I 8/11

[1] Hui Liu, Ming-hua He, Yu-qi Luan, Jia Guo, Lu-lu Liu. A modified constitutive model for FRP confined concrete in circular sections and its implementation with OpenSees programming[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2013, 14(12): 856-866.
[2] Han-yong Liu, Yu-pu Song. Experimental study of lightweight aggregate concrete under multiaxial stresses[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2010, 11(8): 545-554.
[3] ZHANG Zhi-cheng, XIE Xu, ZHANG He, CHEN Heng-zhi. Approach for analyzing the ultimate strength of concrete filled steel tubular arch bridges with stiffening girder[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2007, 8(5): 682-692.