Composite slabs for railway construction and maintenance: a mechanistic review

被引：31

作者：

Griffin, Dane W.P. ^{[1
,2
]}

Mirza, Olivia ^{[1
]}

Kwok, Kenny ^{[3
]}

Kaewunruen, Sakdirat ^{[4
]}

机构：

[1] School of Computing, Engineering & Mathematics, University of Western Sydney, Kingswood,NSW, Australia

[2] Technical Services, Rondo Consulting Pty. Ltd, Penrith,NSW, Australia

[3] Institute for Infrastructure Engineering, University of Western Sydney, Kingswood,NSW, Australia

[4] School of Civil Engineering, The University of Birmingham, Birmingham,B15 2TT, United Kingdom

来源：

IES Journal Part A: Civil and Structural Engineering | 2014年 / 7卷 / 04期

关键词：

Railroad transportation - Reinforced concrete - Timber - Greenhouse gases - Railroads - Gas emissions;

D O I：

10.1080/19373260.2014.947909

中图分类号：

学科分类号：

摘要：

Australian railway networks alone require timber components in excess of 280,000 m3per year for railway construction and maintenance. The relatively high turnover of timber sleepers (crossties in a plain track), bearers (skeleton ties in a turnout) and transoms (bridge cross beams) is responsible for producing greenhouse gas emissions six times greater than equivalent reinforced concrete counterparts. This study reviews the railway maintenance problems and solutions for the replacement of these high maintenance members. Alternative composite materials to replace timber components in railway infrastructure construction and maintenance have been developed extensively in recent years. This critical review outlined an innovative solution incorporating composite slab theory and combining with the capabilities of being precast and modular, in order to reduce the depth, weight and required installation time relative to conventional track slab systems. Systemic risks, compatibilities and compliances are highlighted to warrant real-world applicability of composite structures. © 2014 The Institution of Engineers, Singapore.

引用

页码：243 / 262