Results 221 to 230 of about 99,166 (313)
Flexural Behavior of BFRP Bar-Recycled Tire Steel Fiber-Reinforced Concrete Beams. [PDF]
Fu JH, Zhang A, Chen KF, Li BY, Wu W.
europepmc +1 more source
Abstract In practice, reinforced concrete (RC) wall‐like columns often have openings to facilitate building services, which creates stress concentrations around the opening, resulting in the weakening of their load‐carrying capacity. This study proposes innovative strengthening methods using near‐surface mounted (NSM) incorporating steel materials to ...
Ahmed Hamoda +4 more
wiley +1 more source
Optimal fiber mix and prediction model for compressive strength of hybrid fiber reinforced concrete. [PDF]
Gao P, Xie W, Ling Y, Xu H.
europepmc +1 more source
Abstract This study introduces an innovative approach to strengthening defected reinforced concrete (RC) columns using externally bonded stainless steel and galvanized steel plates. Unlike conventional strengthening methods, this technique replaces traditional transverse stirrups with steel sheets, providing enhanced confinement and ductility.
Ahmed Hamoda +5 more
wiley +1 more source
Research on the shear behavior of PBL connectors in steel fiber reinforced concrete composite beam. [PDF]
Chai H +6 more
europepmc +1 more source
Flexural performance of concrete‐filled steel tubular beams with wood chip aggregate
Abstract This study investigates the flexural performance of concrete‐filled steel tubular (CFST) beams with partial replacement of aggregates by wood chips (0%–25%) through experimental and numerical analysis. This study is novel in that it experimentally and numerically investigates the flexural behavior of CFST beams with partial replacement of ...
Mizan Ahmed +6 more
wiley +1 more source
Eco-Efficient Fiber-Reinforced Concrete: From Mix Design to Fresh and Hardened State Behavior. [PDF]
Bergmann A +4 more
europepmc +1 more source
Abstract Compression field approaches such as the Cracked Membrane Model with fixed, interlocked cracks (CMM‐F) are efficient tools for the mechanical modeling of reinforced concrete elements, providing the mechanical model σ=fε$$ \boldsymbol{\upsigma} =f\left(\boldsymbol{\upvarepsilon} \right) $$ required for finite element analyses.
Andreas Näsbom +2 more
wiley +1 more source
Torsional Behavior of Waste Fiber-Reinforced Concrete. [PDF]
Sanok A, Domski J, Kobaka J, Logoń D.
europepmc +1 more source

