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- W2361215807 abstract "In order to study the shear capacity of strengthened RC beams,13 RC beam specimens with unsymmetrical transverse reinforcement along the longitudinal beam direction were fabricated and strengthened by near-surface mounting or externally bonding CFRP laminates. The beam specimens were experimentally studied to investigate the failure patterns and ultimate strength,etc. Comparison was made between specimens using near-surface mounted and externally bonded CRFP laminates. The strain variations of the CFRP laminates during the testing were measured and analyzed. The shear capacity calculation method and factors that affect the shear capacity of the strengthened beams were discussed. The study indicates that compared with the beams that aren't strengthened,the shear capacity of the beams strengthened with near-surface mounted CFRP is increased by 18. 8% to 45. 8% and that of the beams strengthened with externally bonded CFRP is increased by 12. 5% to 13. 3%. The results computed with the derived calculation equation for shear capacity agreed well with the experimental results." @default.
- W2361215807 created "2016-06-24" @default.
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- W2361215807 date "2014-01-01" @default.
- W2361215807 modified "2023-09-26" @default.
- W2361215807 title "Research on shear capacity of concrete beam strengthened with externally bonded or near-side-surface mounted CFRP laminates" @default.
- W2361215807 hasPublicationYear "2014" @default.
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