Time-dependent behaviour of reinforced concrete beams under sustained and repeated loads
This thesis primarily aims to explore the flexural behaviour of reinforced concrete beams subjected to different loading types. Both bonded and partially debonded (in the maximum moment zone) reinforced concrete beams under static sustained and repeated loading were investigated. Information relatin...
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University of Leeds
2017
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.714300 |