Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite Pad

Under long-term temperature loading, long bridges stretch and deform, causing the beam and rail to move relative to each other. This phenomenon could cause a gradual slide of the rail relative to the fastener composite pad and ultimately results in the slipping out of the fastener pad at the end of...

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Main Authors: Zhiping Zeng, Di Wang, Fushan Liu, Abdulmumin A. Shuaibu, Zhihua Lin
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/1918043
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author Zhiping Zeng
Di Wang
Fushan Liu
Abdulmumin A. Shuaibu
Zhihua Lin
author_facet Zhiping Zeng
Di Wang
Fushan Liu
Abdulmumin A. Shuaibu
Zhihua Lin
author_sort Zhiping Zeng
collection DOAJ
description Under long-term temperature loading, long bridges stretch and deform, causing the beam and rail to move relative to each other. This phenomenon could cause a gradual slide of the rail relative to the fastener composite pad and ultimately results in the slipping out of the fastener pad at the end of the ballastless track bridge changes. The slipping out of the fastener composite pad changes the longitudinal resistance of the fastener and causes shock of the train on the rail structure due to direct contact between the rail and the tie, thus inhibiting the normal use of the line. In this paper, a reciprocating tensile test was carried out on a WJ-8 small resistance fastener to explore the breaking process of the fastener composite pad, identify the interaction mechanism of the fastener composite pad under the rail, and ultimately determine the influence of the pad on the longitudinal resistance of the fastener. The results show that the two factors that affect the longitudinal resistance of the fastener under reciprocating loading are the surface roughness and displacement of the fastener composite pad. While the surface roughness of the fastener composite pad is the main influencing factor in the early stage, the displacement of the composite pad has a greater impact on the later stage. The research results of this paper can provide an important reference for the maintenance and repair of ballastless track fasteners on bridges.
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publishDate 2020-01-01
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series Advances in Civil Engineering
spelling doaj-art-0044544cd7f949bca6b3c8860137cd502025-08-20T02:01:47ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/19180431918043Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite PadZhiping Zeng0Di Wang1Fushan Liu2Abdulmumin A. Shuaibu3Zhihua Lin4School of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaGuangxi Transportation Research & Consulting Co., Ltd., Nanning, Guangxi,530000, ChinaUnder long-term temperature loading, long bridges stretch and deform, causing the beam and rail to move relative to each other. This phenomenon could cause a gradual slide of the rail relative to the fastener composite pad and ultimately results in the slipping out of the fastener pad at the end of the ballastless track bridge changes. The slipping out of the fastener composite pad changes the longitudinal resistance of the fastener and causes shock of the train on the rail structure due to direct contact between the rail and the tie, thus inhibiting the normal use of the line. In this paper, a reciprocating tensile test was carried out on a WJ-8 small resistance fastener to explore the breaking process of the fastener composite pad, identify the interaction mechanism of the fastener composite pad under the rail, and ultimately determine the influence of the pad on the longitudinal resistance of the fastener. The results show that the two factors that affect the longitudinal resistance of the fastener under reciprocating loading are the surface roughness and displacement of the fastener composite pad. While the surface roughness of the fastener composite pad is the main influencing factor in the early stage, the displacement of the composite pad has a greater impact on the later stage. The research results of this paper can provide an important reference for the maintenance and repair of ballastless track fasteners on bridges.http://dx.doi.org/10.1155/2020/1918043
spellingShingle Zhiping Zeng
Di Wang
Fushan Liu
Abdulmumin A. Shuaibu
Zhihua Lin
Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite Pad
Advances in Civil Engineering
title Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite Pad
title_full Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite Pad
title_fullStr Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite Pad
title_full_unstemmed Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite Pad
title_short Experimental Study on the Sliding of WJ-8 Small Resistance Fastener Composite Pad
title_sort experimental study on the sliding of wj 8 small resistance fastener composite pad
url http://dx.doi.org/10.1155/2020/1918043
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AT abdulmuminashuaibu experimentalstudyontheslidingofwj8smallresistancefastenercompositepad
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