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Longitudinal (flexure) reinforcement ratio, A s /b w d.
Basically, geo-grid is not as rigid as conventional steel reinforcement and its reliability of anchorage with flexure reinforcement in the form of hoop under severe earthquake may advocate the use of another alternative path not only for resisting the flexure and shear but also to make more effective confinement in the form randomly distributed steel fiber in reinforced concrete (SFRC).
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Therefore, it can be another finding that diagonal reinforcements would be more effective to resist blast loads than additional flexure reinforcements.
An extended database of test results including normal weight and lightweight concrete restricted to members reinforced with GFRP bars for flexure without shear reinforcement was compiled.
In this paper, a database comprised of 155 experimental tests on RC beams strengthened in flexure using NSM reinforcement is collected from the scientific literature.
This paper describes an experimental programme which examines the reinforcement in flexure of low-grade glued laminated timber (glulam) with a commercially attractive recyclable FRP.
In the present study, a novel simplified analytical approach is developed based on a closed form solution for an almost accurate prediction of CCS failure in RC structures strengthened in flexure with NSM FRP reinforcement.
This paper describes an experimental programme which examines the reinforcement in flexure of timber beams with composite materials based on natural fibers in the form of fabrics made from hemp, flax, basalt and bamboo fibers.
This article presents a statistical analysis of the design methods for calculating the load-carrying capacity of reinforced concrete elements in flexure strengthened with external FRP reinforcement.
A tension stiffening model is presented which enables the calculation of average tensile stresses in concrete, after yielding of reinforcement, in reinforced concrete elements subjected to uniaxial tension, shear or flexure.
When concrete is loaded in flexure, small flexural cracks form as a result of the transfer of tensile forces from the concrete to the steel reinforcement.
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