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Journal ArticleDOI

Progressive failure of prestressed concrete sleepers under multiple high-intensity impact loads

Sakdirat Kaewunruen, +1 more
- 01 Oct 2009 - 
- Vol. 31, Iss: 10, pp 2460-2473
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TLDR
In this paper, a series of repeated impact tests for the in-situ prestressed concrete sleepers were carried out, ranging from a low drop height to the ultimate drop height where the ultimate failure occurred.
About
This article is published in Engineering Structures.The article was published on 2009-10-01. It has received 121 citations till now. The article focuses on the topics: Prestressed concrete & Track (rail transport).

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Citations
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Journal ArticleDOI

Composite railway sleepers – recent developments, challenges and future prospects

TL;DR: In this paper, the authors rigorously review the recent developments on composite sleepers and identify the critical barriers to their widespread acceptance and applications and potential design approaches for overcoming the challenges in the utilisation and acceptance of composite sleeper technologies are also presented.
Journal ArticleDOI

Dynamic crack propagations in prestressed concrete sleepers in railway track systems subjected to severe impact loads

TL;DR: In this article, the effects of track environment including soft and hard tracks are highlighted in the experimental investigation aimed at understanding the dynamic crack propagations in railway track structures under repeated impact loading.
Journal ArticleDOI

An effective numerical simulation methodology to predict the impact response of pre-stressed concrete members

TL;DR: In this article, a failure analysis of pre-stressed concrete members subjected to lateral impact loads using the finite element analysis (FEA) program, LS-DYNA, is presented.
Journal ArticleDOI

Experimental load rating of aged railway concrete sleepers

TL;DR: In this article, the structural evaluation program included quasi-static bending tests, dynamic impact tests, and tests to establish the current level of prestress in the steel wires using the dynamic relaxation technique.
Journal ArticleDOI

Enhancement of Dynamic Damping in Eco-Friendly Railway Concrete Sleepers Using Waste-Tyre Crumb Rubber

TL;DR: It is recommended to consider the use of rubberised concrete (up to 10 wt. % crumb rubber) in designing railway sleepers as this will improve the service life of railway track systems and reduce wastes to the environment.
References
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Book ChapterDOI

Cumulative damage in fatigue

TL;DR: The aircraft designer today is faced with the necessity of estimating not only the strength of a structure, but also its life — a task with which he was not confronted before.
Book

Design of Concrete Structures

TL;DR: In this paper, the authors propose a yield analysis for edge-supported slabs and two-way column supported slabs, and a strip method for slabs in gradients.
Book

Modern railway track

Book

Dynamics of Railway Bridges

TL;DR: In this paper, a model of railway bridges is proposed for the classification of random stress-time history, and the assessment of steel railway bridges for fatigue and thermal interaction of long-welded rail with railway bridges.
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