A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effect of shear span-to-depth ratio on the shear behavior of BFRP-RC deep beams
This study investigates the shear behavior of deep concrete beams reinforced with basalt fiber reinforced polymer (BFRP) bars for flexure without web reinforcements. The experimental testing performed herein consisted of a total of 4 short beams, three of which were reinforced with BFRP and one beam was reinforced with steel bars. The primary test variable was the shear-span-to-effective-depth ratio (a/d) and its influence on the beams’ mid-span deflections, shear capacity, load-deformation relationships and the failure modes.
Effect of shear span-to-depth ratio on the shear behavior of BFRP-RC deep beams
This study investigates the shear behavior of deep concrete beams reinforced with basalt fiber reinforced polymer (BFRP) bars for flexure without web reinforcements. The experimental testing performed herein consisted of a total of 4 short beams, three of which were reinforced with BFRP and one beam was reinforced with steel bars. The primary test variable was the shear-span-to-effective-depth ratio (a/d) and its influence on the beams’ mid-span deflections, shear capacity, load-deformation relationships and the failure modes.
Effect of shear span-to-depth ratio on the shear behavior of BFRP-RC deep beams
Alhamad Siyam (author) / Al Banna Yasser (author) / Al Osman Ahmad (author) / Mouthassseeb Jihad (author) / Abdalla Suliman (author) / Abed Farid (author)
2017
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Effect of shear span-to-depth ratio on posttensioned concrete crane beams shear capacity
| TIBKAT | 2020
Behavior of self-compact reinforced concrete deep beams with small shear span to depth ratio
| DOAJ | 2018