tailieunhanh - Assessing the shear behavior of steel fiber reinforced concrete beams corroded under chloride attacks

Steel corrosion affects the failure mechanism of deteriorated reinforced concrete (RC) beams. Meanwhile, there is a lack of research on the shear behavior of corroded RC beams, particularly corroded steel fiber reinforced concrete (SFRC) beams. This paper investigates the shear behavior of corroded SFRC beams with a shear span-to-depth ratio. All beam specimens included steel fibers with 50 kg/m3. |