Influence of Bond Slip on Crack Spacing in Numerical Modeling of Reinforced Concrete-Reference-Cited by-同舟云学术

Influence of Bond Slip on Crack Spacing in Numerical Modeling of Reinforced Concrete

Published:2003-11 Issue:11 Volume:129 Page:1514-1521
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen G.¹,Baker G.²

Affiliation:

1. Research Fellow, Faculty of Engineering and Surveying, The Univ. of Southern Queensland, Toowoomba, Queensland 4350, Australia.

2. Dean, Faculty of Engineering and Surveying, The Univ. of Southern Queensland, Toowoomba, Queensland 4350, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A11%281514%29

Reference23 articles.

1. Baker G. and Chen G. (1998). “Analysis of strain localization by direct energy minimization.” Proc. Australasian Conf. on Structural Optimisation Oxbridge Press Sydney Australia 461–468.

2. Spacing of Cracks in Reinforced Concrete

3. Control of crack width in deep reinforced concrete beams.;Braam C. R.;Heron,1990

4. Chen G. and Baker G. (2002). “Energy approach to numerical modeling of crack spacing in reinforced concrete.” Recent advances in computational science and engineering H. P. Lee and K. Kumar eds. Imperial College Press Singapore 569–572.

5. Computational approach to localization using global energy minimization

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