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- W92931232 abstract "This research studied the feasibility and effectiveness of a new method of strengtheningexisting RC continuous beams in shear by using CFRP strips. The CFRP compositestrips were used to strengthen concrete externally at a known failure plane to resist shearstresses in shear friction. All beams were design to fails in shear with av/d 2.5. Thisresearch describes the computational study on shear strengthening of RC continuousbeams using CFRP strips. In this study, a computational program consisting of 5 beamswere performed subjected to experimental program with the same size and details of thebeams where the experimental study was performed by other student in the laboratory.Here in this part the study done through simulation by ABAQUS Software version 6.9.Therefore, this research aims to investigate the effectiveness of using externally bondedCFRP strips in repair and strengthen of RC continuous beams and also to know thebehavior of RC continuous beams strengthened in shear with CFRP sheet. So in thisstudy there are five specimens with different CFRP wrapping scheme as 90 degree and45 degree with three sides and four sides each beam. The computational results werecompare with the experimental results that obtained by other student. The computationalresults show great agreement with the experimental results." @default.
- W92931232 created "2016-06-24" @default.
- W92931232 creator A5015907119 @default.
- W92931232 date "2011-05-01" @default.
- W92931232 modified "2023-09-26" @default.
- W92931232 title "Computational study on shear strengthening of RC continuous beams using CFRP sheet" @default.
- W92931232 hasPublicationYear "2011" @default.
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