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dc.contributor.authorShi, Feng
dc.contributor.supervisorHong Haoen_US
dc.contributor.supervisorThong Phamen_US
dc.date.accessioned2021-05-21T02:14:32Z
dc.date.available2021-05-21T02:14:32Z
dc.date.issued2020en_US
dc.identifier.urihttp://hdl.handle.net/20.500.11937/83666
dc.description.abstract

This research focused on improving the performance of conventional macro polypropylene fibre-reinforced concrete. Fibre hybridizing and fibre modification methods were studied and the best performing approach was proposed to overcome the low Young’s modulus and weak bond with concrete of polypropylene fibres. The mechanical properties of hybrid fibre-reinforced concrete under static and dynamic compression and split tension were investigated and quantified. The structural performance of ground slabs reinforced with fibre reinforcements was also studied.

en_US
dc.publisherCurtin Universityen_US
dc.titleInvestigation on Conventional and Improved Macro Polypropylene Fibre-Reinforced Concrete Subjected to Static and Dynamic Loadsen_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.orcidShi, Feng [0000-0001-7298-1838]en_US
dc.date.embargoEnd2023-05-20


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