Fatigue of cable anchorages on a cable-stayed bridge

Studies have shown that the connection details used for cable anchorage blocks on cablestayed bridges have the potential for fatigue damage due to fluctuating stresses generated by the cyclic traffic loads passing over the bridge. To investigate the fatigue damage and determine the remaining fatigue...

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Main Author:	Nor Ashikin, Muhamad Khairussaleh
Format:	Thesis
Language:	English
Published:	2016
Subjects:	TA Engineering (General) Civil engineering (General) TG Bridge engineering
Online Access:	http://umpir.ump.edu.my/id/eprint/25168/1/Fatigue%20of%20cable%20anchorages%20on%20a%20cable-stayed.pdf
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id	my-ump-ir.25168
record_format	uketd_dc
spelling	my-ump-ir.251682021-09-01T04:17:11Z Fatigue of cable anchorages on a cable-stayed bridge 2016-05 Nor Ashikin, Muhamad Khairussaleh TA Engineering (General). Civil engineering (General) TG Bridge engineering Studies have shown that the connection details used for cable anchorage blocks on cablestayed bridges have the potential for fatigue damage due to fluctuating stresses generated by the cyclic traffic loads passing over the bridge. To investigate the fatigue damage and determine the remaining fatigue life of a cable anchorage block used on a cable-stayed bridge, finite element (FE) analyses were undertaken by using the Fatigue Load Model 4 (FLM 4) proposed by the Eurocodes to identify the most fatigue-critical locations within the details. 2016-05 Thesis http://umpir.ump.edu.my/id/eprint/25168/ http://umpir.ump.edu.my/id/eprint/25168/1/Fatigue%20of%20cable%20anchorages%20on%20a%20cable-stayed.pdf pdf en public phd doctoral The University of Surrey Faculty of Engineering and Physical Sciences
institution	Universiti Malaysia Pahang Al-Sultan Abdullah
collection	UMPSA Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General) TG Bridge engineering
spellingShingle	TA Engineering (General) Civil engineering (General) TG Bridge engineering Nor Ashikin, Muhamad Khairussaleh Fatigue of cable anchorages on a cable-stayed bridge
description	Studies have shown that the connection details used for cable anchorage blocks on cablestayed bridges have the potential for fatigue damage due to fluctuating stresses generated by the cyclic traffic loads passing over the bridge. To investigate the fatigue damage and determine the remaining fatigue life of a cable anchorage block used on a cable-stayed bridge, finite element (FE) analyses were undertaken by using the Fatigue Load Model 4 (FLM 4) proposed by the Eurocodes to identify the most fatigue-critical locations within the details.
format	Thesis
qualification_name	Doctor of Philosophy (PhD.)
qualification_level	Doctorate
author	Nor Ashikin, Muhamad Khairussaleh
author_facet	Nor Ashikin, Muhamad Khairussaleh
author_sort	Nor Ashikin, Muhamad Khairussaleh
title	Fatigue of cable anchorages on a cable-stayed bridge
title_short	Fatigue of cable anchorages on a cable-stayed bridge
title_full	Fatigue of cable anchorages on a cable-stayed bridge
title_fullStr	Fatigue of cable anchorages on a cable-stayed bridge
title_full_unstemmed	Fatigue of cable anchorages on a cable-stayed bridge
title_sort	fatigue of cable anchorages on a cable-stayed bridge
granting_institution	The University of Surrey
granting_department	Faculty of Engineering and Physical Sciences
publishDate	2016
url	http://umpir.ump.edu.my/id/eprint/25168/1/Fatigue%20of%20cable%20anchorages%20on%20a%20cable-stayed.pdf
_version_	1783732089965772800

Fatigue of cable anchorages on a cable-stayed bridge

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