Shear Capacity Contribution of Steel Fiber Reinforced High-Strength Concrete Compared with and without Stirrup
Abstract This study presents the shear capacity of eco-friendly high-strength concrete (HSC) beams reinforced by 0.75% (by volume) of hooked steel fibers or shear stirrups with various spacings. Five large-scale HSC beams with steel fibers or stirrups were tested and investigated with respect to she...
Main Authors: | Tian-Feng Yuan, Doo-Yeol Yoo, Jun-Mo Yang, Young-Soo Yoon |
---|---|
Format: | Article |
Language: | English |
Published: |
SpringerOpen
2020-04-01
|
Series: | International Journal of Concrete Structures and Materials |
Subjects: | |
Online Access: | http://link.springer.com/article/10.1186/s40069-020-0396-2 |
Similar Items
-
Effect of stirrup corrosion on the shear strength of reinforced concrete short beams
by: Ahmed K. El-Sayed, et al.
Published: (2016-04-01) -
Prediction of shear strength of FRP reinforced beams with and without stirrups using (GP) technique
by: Ahmed M. Ebid, et al.
Published: (2021-09-01) -
Shear capacity prediction for stirrup-corroded RC beams strengthened with FRP
by: Ahmed K. El-Sayed
Published: (2019-03-01) -
EFFECT OF END ANCHORAGE LENGTH AND STIRRUP RATIO ON BOND AND SHEAR CAPACITY OF CONCRETE BEAMS WITH NONMETALLIC REINFORCEMENT
by: RENDY THAMRIN
Published: (2016-06-01) -
Single Web Shear Element Model for Shear Strength of RC Beams with Stirrups
by: Esa Obande Jude, et al.
Published: (2018-03-01)