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

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

Published:2014-08 Issue:8 Volume:26 Page:04014034
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 Zaid S.²

Affiliation:

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

2. Graduate Student, School of Engineering, Univ. of Alaska Anchorage; and Transportation and Traffic Engineer, DOWL HKM, Anchorage, AK 99507.

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.1943-5533.0001015

Reference8 articles.

1. ASTM. (1997). “Standard test method for flexural toughness and first-crack strength of fiber-reinforced concrete: Using beam with third-point loading (withdrawn 2006).” ASTM C1018 Philadelphia.

2. ASTM. (2007). “Standard practice for making and curing concrete test specimens in the laboratory.” ASTM C192 Philadelphia.

3. ASTM. (2010). “Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading).” ASTM C1609 Philadelphia.

4. American Concrete Institute (ACI). (1999). “Measurement of properties of fiber reinforced concrete.” ACI 544.2R.89 Farmington Hills MI.

5. American Concrete Institute (ACI). (2002). “Standard practice for selecting proportions for normal heavyweight and mass concrete.” ACI 211.1-91 Farmington Hills MI.

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