Shear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types-Reference-Cited by-同舟云学术

Shear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types

Published:2015-11 Issue:11 Volume:27 Page:04015022
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Hassan Assem A. A.¹,Ismail Mohamed K.²,Mayo Justin³

Affiliation:

1. Assistant Professor, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, Newfoundland, Canada A1B 3X5 (corresponding author).

2. Graduate Research and Teaching Assistant, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, Newfoundland, Canada A1B 3X5.

3. Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, Newfoundland, Canada A1B 3X5.

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.1943-5533.0001276

Reference37 articles.

1. AASHTO. (2007). “AASHTO LRFD bridge design specifications and commentary.” SI Units Washington DC.

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

3. ASTM. (2001). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken PA.

4. ASTM. (2011). “Standard test method for slump flow of self-consolidating concrete.” C1611 West Conshohocken PA.

5. ASTM. (2012a). “Standard specification for coal fly ash and raw or calcined natural Pozzolan for use in concrete.” C618 West Conshohocken PA.

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