Usability of Raw Rice Husk Instead of Polypropylene Fibers in High-Strength Concrete under High Temperature-Reference-Cited by-同舟云学术

Usability of Raw Rice Husk Instead of Polypropylene Fibers in High-Strength Concrete under High Temperature

Published:2016-01 Issue:1 Volume:28 Page:04015072
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Akturk Busra¹,Yuzer Nabi²,Kabay Nihat³

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Construction Materials Division, Yildiz Technical Univ., Davutpasa Campus, Esenler-Istanbul 34210, Turkey (corresponding author).

2. Professor, Dept. of Civil Engineering, Construction Materials Division, Yildiz Technical Univ., Davutpasa Campus, Esenler-Istanbul 34210, Turkey.

3. Asssociate Professor, Dept. of Civil Engineering, Construction Materials Division, Yildiz Technical Univ., Davutpasa Campus, Esenler-Istanbul 34210, Turkey.

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.1943-5533.0001341

Reference42 articles.

1. ACI (American Concrete Institute). (1995). “Building code requirements for reinforced concrete.” ACI 318-95 ACI Committee Detroit.

2. ASTM. (2006). “Standard test method for density absorption and voids in hardened concrete.” C642-06 West Conshohocken PA.

3. ASTM. (2009). “Standard test method for pulse velocity through concrete.” C597-09 West Conshohocken PA.

4. Effect of exposure to elevated temperature on polypropylene fiber-reinforced concrete;Bayasi Z.;ACI Mater. J.,2002

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