Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending
This thesis investigates the behaviour of UHPC as a fill material for precast deck panels subjected to negative bending. Two full-scale test specimens were constructed. The transverse joints between the panels, the shear pockets, and the deck haunches were all filled with UHPC. A total of four tests...
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2016
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| Online Access: | http://hdl.handle.net/1993/31018 |