Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete
By Peter Bischoff. 2003
236 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/9be447334477de233157d077ccb2d24be76bd072
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
- J. Deluce
- B. Graybeal
- F. Vecchio
- A. Saritas
- Filippos Filippou
- Dooyeol Yoo
- M. Fernández Ruiz
- A. Muttoni
In Civil and Structural Engineering
- J. Deluce
- B. Graybeal
- F. Vecchio
- A. Saritas
- Filippos Filippou
- Dooyeol Yoo
- M. Fernández Ruiz
- A. Muttoni
Citations in the corpus
- Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder (2008, background): “Tension stiffening as exhibited by fiber reinforced concretes also contributes to the girder’s increased tensile capacity Abrishami and Mitchell 1997; Bischoff 2003; Chao et al. 2007.”
- Cracking Behavior of Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement (2013, methodology): “Bischoff (2003) tested four R/SFRC specimens containing 0.78% of 50 mm (1.97 in.) hookedend steel fibers by volume, and these were subjected to both monotonic and cyclic loading.”