Article ID Journal Published Year Pages File Type
6735835 Engineering Structures 2018 15 Pages PDF
Abstract
This critical value of stiffness ratio was experimentally found to be at about 1.25. The numerical results also showed excellent agreement with the experimental ones in terms of load-deflection behaviour and maximum load capacity.
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Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
Effect of axial stiffness of NSM FRP reinforcement and concrete cover confinement on flexural behaviour of strengthened RC beams: Experimental and numerical study
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