Flexural Behavior of Steel Fiber-Reinforced Rubberized Concrete-Reference-Cited by-同舟云学术

Flexural Behavior of Steel Fiber-Reinforced Rubberized Concrete

Published:2016-01 Issue:1 Volume:28 Page:04015076
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Abaza Osama A.¹,Hussein Zaids S.²

Affiliation:

1. Professor, College of Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508 (corresponding author).

2. Transportation Engineer at DOWL Engineering, Anchorage, AK 99508.

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%29MT.1943-5533.0001334

Reference29 articles.

1. AASHTO-AGC-ARTBA (American Association of State Highway and Transportation Officials-Associated General Contractors of America-American Road and Transportation Builders Association Joint Committee). (2001). “The use and state-of-the-practice of fiber reinforced concrete.” Washington DC.

2. Flexural Behavior of Flat-End Steel-Fiber-Reinforced Concrete

3. Abaza O. A. and Shtayeh S. M. (2010). “Crumbed rubber for non-structural Portland cement concrete applications.” Dirasat 37(2).

4. ACI. (1998). “Guide for specifying proportioning mixing placing finishing steel fiber reinforced concrete.” 544.3 R.93 Farmington Hills MI.

5. ACI. (1999a). “Design considerations for steel fiber reinforced concrete.” 544.4R.99 Farmington Hills MI.

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