作者: Fatih Altun
DOI: 10.1016/J.CONBUILDMAT.2004.04.005
关键词: Reinforced concrete 、 Flexural strength 、 Composite material 、 Steel plates 、 Strength of materials 、 Bending 、 Beam (structure) 、 Core (optical fiber) 、 Structural engineering 、 Materials science 、 Yield (engineering)
摘要: Abstract Existing reinforced-concrete (RC) structures may require strengthening to limit earthquake damage. Jacketing by steel plates, fibre-reinforced-concrete, and ordinary RC are common ways of structural members. In this study, flexural behaviours beams those the same having been jacketed after former were loaded full plastic yield under bending experimentally determined, both being under-reinforced. It is noted that mechanical similar slightly better than dimensions, despite fact core parts in a yielded state.