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- W591381364 abstract "This paper evaluates the structural behaviour of externally bonded, steel-plated reinforced concrete beams, which were initially exposed to the weather for 11 to 12 years and then tested to failure in the laboratory. 21 beams were tested, eight of which were kept under sustained load, and 13 of which were left unloaded during exposure. The beams were not maintained or cleaned during exposure. The variables investigated included: (1) thickness of the adhesive layer; (2) number of steel plates; and (3) number and location of plate laps. The beams were extensively instrumented before load testing; concrete strains, deflection, cracking and steel plate strains were monitored continuously to failure during testing. The paper reports and analyses the structural behaviour of the beams at their service and ultimate limit states, together with their failure modes. Judged by their stiffness and failure loads, the beams performed very well after their long exposure. Many of them retained their structural integrity and ductility, and all of them failed at load 1-29% higher than those of the equivalent control plated beams." @default.
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- W591381364 date "1995-08-15" @default.
- W591381364 modified "2023-09-26" @default.
- W591381364 title "STRUCTURAL BEHAVIOUR OF EXTERNALLY BONDED, STEEL PLATED RC BEAMS AFTER LONG-TERM EXPOSURE" @default.
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