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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| Format: | Thesis |
| Language: | English |
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2016
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| Online Access: | http://umpir.ump.edu.my/id/eprint/25168/1/Fatigue%20of%20cable%20anchorages%20on%20a%20cable-stayed.pdf |
| _version_ | 1825812743853178880 |
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| author | Nor Ashikin, Muhamad Khairussaleh |
| author_facet | Nor Ashikin, Muhamad Khairussaleh |
| author_sort | Nor Ashikin, Muhamad Khairussaleh |
| collection | UMP |
| 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. |
| first_indexed | 2024-03-06T12:33:40Z |
| format | Thesis |
| id | UMPir25168 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:33:40Z |
| publishDate | 2016 |
| record_format | dspace |
| spelling | UMPir251682021-09-01T04:17:11Z http://umpir.ump.edu.my/id/eprint/25168/ Fatigue of cable anchorages on a cable-stayed bridge 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 NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/25168/1/Fatigue%20of%20cable%20anchorages%20on%20a%20cable-stayed.pdf Nor Ashikin, Muhamad Khairussaleh (2016) Fatigue of cable anchorages on a cable-stayed bridge. PhD thesis, The University of Surrey (Contributors, UNSPECIFIED: UNSPECIFIED). |
| spellingShingle | TA Engineering (General). Civil engineering (General) TG Bridge engineering Nor Ashikin, Muhamad Khairussaleh Fatigue of cable anchorages on a cable-stayed bridge |
| title | 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_short | Fatigue of cable anchorages on a cable-stayed bridge |
| title_sort | fatigue of cable anchorages on a cable stayed bridge |
| topic | TA Engineering (General). Civil engineering (General) TG Bridge engineering |
| url | http://umpir.ump.edu.my/id/eprint/25168/1/Fatigue%20of%20cable%20anchorages%20on%20a%20cable-stayed.pdf |
| work_keys_str_mv | AT norashikinmuhamadkhairussaleh fatigueofcableanchoragesonacablestayedbridge |