Bond Performance between Ultrahigh-Performance Concrete and Normal-Strength Concrete-Reference-Cited by-同舟云学术

Bond Performance between Ultrahigh-Performance Concrete and Normal-Strength Concrete

Published:2014-08 Issue:8 Volume:26 Page:04014031
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Carbonell Muñoz Miguel A.¹,Harris Devin K.²,Ahlborn Theresa M.³,Froster David C.⁴

Affiliation:

1. Research Engineer, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Virginia, Charlottesville, VA 22904.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931.

4. Undergraduate Student, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931.

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.1943-5533.0000890

Reference34 articles.

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2. American Concrete Institute (ACI). (2006). “Guide for the selection of materials for the repair of concrete.” ACI 546.3R-06 Farmington Hills MI.

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

4. ASTM. (2004a). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496/C496M-04e1 West Conshohocken PA.

5. ASTM. (2004b). “Standard test method for tensile strength of concrete surfaces and the bond strength or tensile strength of concrete repair and overlay materials by direct tension (pull-off method).” C1583/C1583M-04e1 West Conshohocken PA.

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