Dynamic Crack Propagations in Prestressed Concrete Sleepers in Railway Track Systems Subjected to Severe Impact Loads-Reference-Cited by-同舟云学术

Dynamic Crack Propagations in Prestressed Concrete Sleepers in Railway Track Systems Subjected to Severe Impact Loads

Published:2010-06 Issue:6 Volume:136 Page:749-754
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kaewunruen Sakdirat¹²,Remennikov Alex M.¹²

Affiliation:

1. Senior Engineer, RailCorp—Track Engineering Div., Sydney, NSW 2000, Australia (corresponding author).

2. Associate Professor of Structural Engineering, School of Civil, Mining, and Environmental Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

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.0000152

Reference19 articles.

1. Damage Mechanisms of a Reinforced Concrete Rock-Shed Slab Impacted by Blocks

2. Kaewunruen S. (2007). “Experimental and numerical studies for evaluating dynamic behaviour of prestressed concrete sleepers subject to severe impact loading.” Ph.D. thesis Univ. of Wollongong Wollongong Australia.

3. Sensitivity analysis of free vibration characteristics of an in situ railway concrete sleeper to variations of rail pad parameters

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