Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/11909
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dc.contributor.authorLiu, Yu.en_US
dc.date.accessioned2008-09-25T06:32:15Z-
dc.date.available2008-09-25T06:32:15Z-
dc.date.copyright2003en_US
dc.date.issued2003-
dc.identifier.urihttp://hdl.handle.net/10356/11909-
dc.description.abstractThe finite element method (FEM) has been widely used to study the behaviour of reinforced concrete (RC) members and structures. However, the complex material properties of concrete and bond-slip behaviour of concrete-rebar interface and the difficulty in FEM modeling of the RC members with complicated rebar arrangement are still the two main problems in the three-dimensional FEM analysis of RC members.en_US
dc.format.extent194 p.-
dc.language.isoen-
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design-
dc.titleComputational experiment of reinforced concrete structural elements using damage mechanicsen_US
dc.typeThesisen_US
dc.contributor.supervisorSoh, Chee Kiongen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeDoctor of Philosophy (CEE)en_US
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