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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2016
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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 |
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Universiti Malaysia Pahang Al-Sultan Abdullah |
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UMPSA Institutional Repository |
language |
English |
topic |
TA Engineering (General) Civil engineering (General) TG Bridge engineering |
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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 |