Improvement of Mechanical Properties of Railway Track Concrete Sleepers Using Steel Fibers-Reference-Cited by-同舟云学术

Improvement of Mechanical Properties of Railway Track Concrete Sleepers Using Steel Fibers

Published:2016-11 Issue:11 Volume:28 Page:04016131
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Sadeghi Javad¹,Tolou Kian Ali Reza²,Shater Khabbazi Amin³

Affiliation:

1. Professor, Center of Excellence in Railway Transportation, Iran Univ. of Science and Technology, Islamic Republic of Iran (corresponding author).

2. Ph.D. Candidate, Dept. of Railway Engineering, Iran Univ. of Science and Technology, Islamic Republic of Iran.

3. Research Assistant, Dept. of Railway Engineering, Iran Univ. of Science and Technology, Islamic Republic of Iran.

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.1943-5533.0001646

Reference53 articles.

1. Flexural Behavior of Flat-End Steel-Fiber-Reinforced Concrete

2. Design considerations for steel fiber reinforced concrete;ACI Committee 544;ACI Struct. J.,1988

3. Aikawa A. Urakawa F. Abe K. and Namura A. (2011). “Dynamic characteristics of railway concrete sleepers using impact excitation techniques and model analysis.” 9th World Congress on Railway Research (WCRR) French Railways (SNCF) Publication Service Paris.

4. ASTM. (2006). “Standard specification for steel fibers for fiber reinforced concrete.” ASTM A820/A820M-06 West Conshohocken PA.

5. Flexural Fatigue Performance of Plain and Fibre Reinforced Concrete

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