Fatigue Behavior of Reinforced Concrete Beams with Temperature Differentials at Room and Low Temperature-Reference-Cited by-同舟云学术

Fatigue Behavior of Reinforced Concrete Beams with Temperature Differentials at Room and Low Temperature

Published:2017-07 Issue:7 Volume:143 Page:04017056
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mirzazadeh M. Mehdi¹^ORCID,Noël Martin²,Green Mark F.³

Affiliation:

1. Formerly, Ph.D. Candidate, Dept. of Civil Engineering, Queen’s Univ., 58 University Ave., Kingston, ON, Canada K7L 3N6 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis-Pasteur, CBY A513, Ottawa, ON, Canada K1N 6N5.

3. Professor, Dept. of Civil Engineering, Queen’s Univ., 58 University Ave., Kingston, ON, Canada K7L 3N6.

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.0001753

Reference41 articles.

1. ACI (American Concrete Institute). (1992). “Considerations for design of concrete structures subjected to fatigue loading.” ACI Committee No. 215 R-92 Detroit.

2. ASCE. (2013). “2013 report card for America’s infrastructure.” ⟨http://www.infrastructurereportcard.org/a/#p/bridges/overview⟩ (Jul. 15 2015).

3. ASTM. (2004). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C496/C496M-11 West Conshohocken PA.

4. ASTM. (2012a). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” ASTM A615/A615M-12 West Conshohocken PA.

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