Effect of Cyclic Loading on the Residual Tensile Strength of Steel Fiber–Reinforced High-Strength Concrete-Reference-Cited by-同舟云学术

Effect of Cyclic Loading on the Residual Tensile Strength of Steel Fiber–Reinforced High-Strength Concrete

Published:2015-09 Issue:9 Volume:27 Page:04014241
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

González Dorys C.¹,Vicente Miguel A.²,Ahmad Shuaib³

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Burgos (Spain), c/Villadiego, s/n, 09001 Burgos, Spain (corresponding author).

2. Professor, Member of the American Concrete Institute, Dept. of Civil Engineering, Univ. of Burgos (Spain), c/Villadiego, s/n, 09001 Burgos, Spain.

3. Professor, Member of the American Concrete Institute, Fellow of the American Concrete Institute, Dept. of Civil Engineering, NED Univ. of Engineering and Technology, Karachi, University Rd., 75270 Karachi, Pakistan.

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.1943-5533.0001200

Reference32 articles.

1. Aas-Jakobsen K. (1970). “Fatigue of concrete beams and columns.” Institutt for betonkonstruksjoner NTH Trondheim Trondheim Norway 148.

2. American Concrete Institute (ACI). (1997). “Considerations for design of concrete structures subjected to fatigue loading (revised 1992/reapproved 1997).” ACI 215 R-74 Farmington Hills MI.

3. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete.” ACI 318-11 Farmington Hills MI.

4. Cyclic Bond Testing of Steel Bars in High-Performance Underwater Concrete

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