Punching tests of double-hooked-end fiber reinforced concrete slabs
Ten high-strength concrete slabs reinforced with a new type of steel fiber, double-hooked-end steel fibers, were tested under punching shear loads. The strength of the concrete fc′ varied from 80 to 100 MPa (11,600 to 14,500 psi). The fiber content Vf varied from 0 to 1.2%. Two different values of f...
Main Authors: | Chanthabouala, Khatthanam, Teng, Susanto, Chandra, Jimmy, Tan, Kang-Hai, Ostertag, Claudia P. |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2019
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/103696 http://hdl.handle.net/10220/47372 |
Similar Items
-
Punching Shear Strength of Slabs and Influence of Low Reinforcement Ratio
by: Teng, Susanto, et al.
Published: (2018) -
Truss Model for Shear Strength of Structural Concrete Walls
by: Chandra, Jimmy, et al.
Published: (2018) -
Punching shear strength of high strength concrete and steel fibre reinforced concrete slabs
by: Chanthabouala, Khatthanam
Published: (2017) -
An analytic end-to-end collaborative learning algorithm
by: Li, Sitan, et al.
Published: (2024) -
Unlocking efficiency: end-to-end optimization learning for recurrent facility operational planning
by: Lin, Yun Hui, et al.
Published: (2024)