Shear Strength of Chemically Based Self-Consolidating Concrete Beams: Fracture Mechanics Approach versus Modified Compression Field Theory-Reference-Cited by-同舟云学术

Shear Strength of Chemically Based Self-Consolidating Concrete Beams: Fracture Mechanics Approach versus Modified Compression Field Theory

Published:2014-04 Issue:4 Volume:26 Page:713-720
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Arezoumandi Mahdi¹,Volz Jeffery S.²

Affiliation:

1. Ph.D. Candidate/Graduate Research Assistant, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 302 Engineering Research Lab, 500 W. 16th St., Rolla, MO 65409 (corresponding author).

2. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 331 Butler Carlton Hall, 1401 N. Pine St., Rolla, MO 65409.

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.1943-5533.0000834

Reference38 articles.

1. American Concrete Institute (ACI) Committee. (2007). “Self-consolidating concrete.” ACI 237R-07 Farmington Hills MI.

2. American Concrete Institute (ACI) Committee. (2008). “Building code requirements for structural concrete ACI 318-08 and commentary 318R-08.” ACI 318-08/318R-08 Farmington Hills MI.

3. American Concrete Institute (ACI) Committee. (2011). “Building code requirements for structural concrete ACI 318-08 and commentary 318R-11.” ACI 318-11/318R-11 Farmington Hills MI.

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