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dc.contributor.authorLe, Duy Tan
dc.contributor.supervisorHong Haoen_US
dc.contributor.supervisorMinh Phamen_US
dc.date.accessioned2020-05-19T05:01:29Z
dc.date.available2020-05-19T05:01:29Z
dc.date.issued2019en_US
dc.identifier.urihttp://hdl.handle.net/20.500.11937/79286
dc.description.abstract

This study investigates the use of Carbon fibre-reinforced polymer (CFRP) tendons on precast segmental concrete bridge beams (PSBs). Experimental and numerical results have approved the feasibility of applying CFRP tendons on this type of structure in construction practice for corrosion control that allows to reduce lifecycle maintenance costs of the structure. A new analytical procedure for predicting deflections and closed-form equations to estimate the balanced reinforcement ratio of PSBs with unbonded tendons are also developed.

en_US
dc.publisherCurtin Universityen_US
dc.titleStructural Response of Precast Segmental Concrete Beams Prestressed with Unbonded Steel/CFRP tendonsen_US
dc.typeThesisen_US
dcterms.educationLevelPhDen_US
curtin.departmentSchool of Civil and Mechanical Engineeringen_US
curtin.accessStatusFulltext not availableen_US
curtin.facultyScience and Engineeringen_US
curtin.contributor.orcidLe, Duy Tan [0000-0002-7214-0833]en_US
dc.date.embargoEnd2022-05-11


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