Influence of Toughness on the Apparent Cracking Load of Fiber-Reinforced Concrete Slabs-Reference-Cited by-同舟云学术

Influence of Toughness on the Apparent Cracking Load of Fiber-Reinforced Concrete Slabs

Published:2006-12 Issue:12 Volume:132 Page:1976-1983
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bernard Erik Stefan¹

Affiliation:

1. TSE P/L, P.O. Box 763, Penrith, NSW 2751, 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%282006%29132%3A12%281976%29

Reference14 articles.

1. ASTM. (1994). “Standard test method for flexural strength of concrete (using simple beam with third-point loading).” C-78 West Conshohocken Pa.

2. ASTM. (1997). “Standard test method for flexural toughness and first-crack strength of fiber reinforced concrete (using beam with third-point loading).” C-1018 West Conshohocken Pa.

3. ASTM. (2004). “Standard test method for flexural toughness of fiber reinforced concrete (using centrally loaded panel).” C-1550 West Conshohocken Pa.

4. Comparative tests on plain, fabric reinforced, and steel fiber reinforced concrete ground slabs;Beckett D.;Concrete,1990

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