A Macro-method for Including Bond–Slip Flexibility Within Fibre Element Formulation for Simulating Hysteretic Behaviour of RC Beam

A Macro-method for Including Bond–Slip Flexibility Within Fibre Element Formulation for Simulating Hysteretic Behaviour of RC Beam–Column Members

Published:2020-03-20 Issue:2 Volume:44 Page:631-643
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Sharifi Ashkan,Banan Mahmoud Reza,Banan Mohammad Reza

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s40996-020-00371-3.pdf

Reference32 articles.

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2. Ayoub A (2006) Nonlinear analysis of reinforced concrete beam–columns with bond-slip. J Eng Mech 132(11):1177–1186. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:11(1177)

3. Balázs GL (1993) Cracking analysis based on slip and bond stresses. ACI Mater J 90(4):340–348

4. Berry M, Parrish M, Eberhard M (2004) PEER structural performance database user’s manual: version 1.0. PEER Center, Berkeley, University of California

5. CEB-FIP (2000) Bond of reinforcement in concrete: state-of-art report. FIP Bull 10:111

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