Nonlinear Finite-Element Analysis of RC Bridge Columns under Torsion with and without Axial Compression-Reference-Cited by-同舟云学术

Nonlinear Finite-Element Analysis of RC Bridge Columns under Torsion with and without Axial Compression

Published:2016-02 Issue:2 Volume:21 Page:04015037
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mondal Tarutal Ghosh¹,Prakash S. Suriya²

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Indian Institute of Technology, Hyderabad 502205, Andhra Pradesh, India.

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Hyderabad 502205, Andhra Pradesh, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000798

Reference45 articles.

1. Belarbi A. Prakash S. and Li Q. (2009). “Cyclic behavior of square versus circular RC columns under combined loading including torsion.” Proc. 25th U.S.–Japan Bridge Engineering Workshop (CD-ROM) PWRI Tsukuba Japan.

2. Reinforced concrete rectangular columns in torsion;Bishara A.;J. Struct. Div.,1973

3. Kritische bemerkungen zur Drehungselastizitat;Bredt R.;Z. Ver. Dtsch. Ing.,1896

4. Modeling of concrete for nonlinear analysis using finite element code ABAQUS;Chaudhari S. V.;Int. J. Comput. Appl.,2012

5. Claeson C. and Johansson M. (1999). “Finite element analysis of conﬁned concrete columns.” Proc. 5th Int. Symp. on Utilization of High-Strength/High-Performance Concrete I. Holand and E. Sellevold eds. Norwegian Concrete Association Oslo Sandefjord Norway.

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