Effectiveness of Polypropylene and Steel Fibers in Enhancing Fire Resistance of High-Strength Concrete Columns-Reference-Cited by-同舟云学术

Effectiveness of Polypropylene and Steel Fibers in Enhancing Fire Resistance of High-Strength Concrete Columns

Published:2018-03 Issue:3 Volume:144 Page:04017224
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Khaliq Wasim¹,Kodur Venkatesh²

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, National Univ. of Sciences and Technology, Islamabad 44000, Pakistan.

2. Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., 428 S. Shaw Ln., Room 3580, East Lansing, MI 48824 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001981

Reference36 articles.

1. Is high strength concrete more susceptible to explosive spalling than normal strength concrete in fire?

2. Outcomes of a major research on fire resistance of concrete columns

3. ASTM. (2016b). “Standard test methods for fire tests of building construction and materials.” ASTM E119-16 West Conshohocken PA 1–35.

4. Post-heating strength of fiber-reinforced concretes

5. Bazant Z. P. (1997). “Analysis of pore pressure thermal stress and fracture in rapidly heated concrete.” Int. Workshop on Fire Performance of High Strength Concrete NIST Gaithersburg MD 155–164.

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