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Fatigue of cable anchorages on a cable-stayed bridge

Nor Ashikin, Muhamad Khairussaleh (2016) Fatigue of cable anchorages on a cable-stayed bridge. PhD thesis, The University of Surrey.

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Abstract

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.

Item Type: Thesis (PhD)
Additional Information: Thesis (Doctor of philosophy) -- The University of Surrey - 2016, SV: PROFESSOR G.A.R. PARKE, NO. CD: 11500
Uncontrolled Keywords: Cable-stayed bridges; Design and construction
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TG Bridge engineering
Faculty/Division: Faculty of Civil Engineering & Earth Resources
Depositing User: Mrs. Sufarini Mohd Sudin
Date Deposited: 27 Jun 2019 02:14
Last Modified: 01 Sep 2021 04:17
URI: http://umpir.ump.edu.my/id/eprint/25168
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