An integrated approach for predicting the shear capacity of fibre reinforced concrete beams-Reference-Cited by-同舟云学术

An integrated approach for predicting the shear capacity of fibre reinforced concrete beams

Published:2018-11 Issue: Volume:174 Page:346-357
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Barros Joaquim A.O.,Foster Stephen J.

Funder

FCT

Australian Research Council

UNSW Sydney

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference50 articles.

1. Steel fibers as shear reinforcement in beams;Batson;ACI J, Proc,1972

2. Experimental and theoretical investigation on the shear of steel fibre reinforced concrete beams;Lim;Eng Struct,1999

3. Barragán BE. Failure and toughness of Steel Fiber Reinforced Concrete under tension and shear. PhD dissertation. Universitat Politecnica de Catalunya, Barcelona, Spain; 2002.

4. Shear strength of steel fiber-reinforced concrete beams without stirrups;Kwak;ACI Struct J,2002

5. Rosenbusch J, Teutsch M. Shear design with- method. Proceedings of the RILEM TC 2003:105–17.

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