Ductility and Cracking Behavior of Reinforced Self-Consolidating Rubberized Concrete Beams-Reference-Cited by-同舟云学术

Ductility and Cracking Behavior of Reinforced Self-Consolidating Rubberized Concrete Beams

Published:2017-01 Issue:1 Volume:29 Page:04016174
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ismail Mohamed K.¹,Hassan Assem A. A.²

Affiliation:

1. Graduate Research and Teaching Assistant, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NF, Canada A1B3X5 (corresponding author).

2. Associate Professor, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NF, Canada A1B3X5.

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.1943-5533.0001699

Reference39 articles.

1. ACI (American Concrete Institute). (1995). “Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318 R-95).” Committee 318 Farmington Hills MI.

2. ACI (American Concrete Institute). (2001). “Control of cracking in concrete structures (224 R-90).” Committee 224 Farmington Hills MI.

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

4. Kinetics of formwork pressure drop of self-consolidating concrete containing various types and contents of binder

5. ASTM. (2010). “Standard test method for air content of freshly mixed concrete by the pressure method.” ASTM C231 West Conshohocken PA.

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