Development Length of High-Strength Steel Rebar in Ultrahigh Performance Concrete-Reference-Cited by-同舟云学术

Development Length of High-Strength Steel Rebar in Ultrahigh Performance Concrete

Published:2013-08 Issue:8 Volume:25 Page:991-998
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Saleem Muhammad Azhar¹,Mirmiran Amir²,Xia Jun³,Mackie Kevin⁴

Affiliation:

1. Assistant Professor, Univ. of Engineering and Technology Lahore, Lahore, Pakistan.

2. Vasant H. Surti Professor and Dean, College of Engineering and Computing, Florida International Univ., Miami, FL 33174 (corresponding author).

3. Postdoctoral Fellow, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816.

4. Associate Professor, Dept. of Civil, Environmental, and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816.

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.1943-5533.0000571

Reference25 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2005). LRFD bridge design specifications Washington DC.

2. American Concrete Institute (ACI). (2003). “Bond and development of straight reinforcing bars in tension.” ACI 408-R03 Farmington Hills MI.

3. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete.” ACI 318-08 Farmington Hills MI.

4. ASTM. (2006). “Standard specification for deformed and plain low-carbon chromium steel bars for concrete reinforcement.” A1035M West Conshohocken PA.

5. Tension development length of reinforcing bars embedded in high-strength concrete

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