Design Aspects on Steel Fiber-Reinforced Concrete Pavements-Reference-Cited by-同舟云学术

Design Aspects on Steel Fiber-Reinforced Concrete Pavements

Published:2008-09 Issue:9 Volume:20 Page:599-607
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Belletti Beatrice¹¹²³,Cerioni Roberto¹¹²³,Meda Alberto¹¹²³,Plizzari Giovanni¹¹²³

Affiliation:

1. Dept. of Civil and Environmental Engineering and Architecture, Univ. of Parma, via Usberti 181/a, 43100 Parma, Italy.

2. Dept. of Engineering Design and Technologies, Univ. of Bergamo, V.le Marconi 5, 24044 Dalmine (BG), Italy.

3. Dept. DICATA, Univ. of Brescia, Via Branze 43, 25123 Brescia, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282008%2920%3A9%28599%29

Reference37 articles.

1. American Concrete Institute (ACI). (1988). “Design consideration for steel fiber reinforced concrete.” SP-182 1988 ACI Committee 544 American Concrete Institute Farmington Hills Mich.

2. ASTM. (2002). “Standard test method for flexural toughness of fiber-reinforced concrete (using centrally loaded round panel).” ASTM C 1550 West Conshohocken Pa.

3. ASTM. (2006). “Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading).” ASTM C1609/C1609M-06 West Conshohocken Pa.

4. Rough cracks in reinforced concrete;Bazant Z. P.;J. Struct. Div.,1980

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