Shear Strength of Steel Fiber-Reinforced Ultrahigh- Performance Concrete Beams without Stirrups-Reference-Cited by-同舟云学术

Shear Strength of Steel Fiber-Reinforced Ultrahigh- Performance Concrete Beams without Stirrups

Published:2010-11 Issue:11 Volume:136 Page:1393-1400
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Voo Yen Lei¹²³,Poon Wai Keat¹²³,Foster Stephen J.¹²³

Affiliation:

1. Director, DURA Technology Sdn Bhd, Ipoh, Malaysia.

2. Research Engineer, DURA Technology Sdn Bhd, Ipoh, Malaysia (corresponding author).

3. Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The Univ. of New South Wales, 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%29ST.1943-541X.0000234

Reference21 articles.

1. ASTM. (1997). “Standard test method for flexural toughness and first-crack strength of fiber-reinforced concrete (using beam with third-point loading).” C1018 West Conshohocken Pa.

2. ASTM. (2003). “Standard specification for flow table for use in tests of hydraulic cement.” C230M West Conshohocken Pa.

3. Bertram G. and Hegger J. (2008). “Shear carrying capacity of ultra-high performance concrete beams.” Proc. 8th Int. Symp. on Utilization of High-Strength and High-Performance Concrete Japan Concrete Institute Tokyo 915–920.

4. British Standards Institution. (1983). “Testing concrete Part 121. Method for determination of static modulus of elasticity in compression.” BS1881: Part 121 London.

5. Where is shear reinforcement required? Review of research results and design procedures;Collins M. P.;ACI Struct. J.,2008

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