Performance of deformed steel fibers embedded in ultra-high performance concrete subjected to various pullout rates

By Y. Tai, Sherif El-Tawil, T. Chung. 2016

145 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/a959b0c0177ee5cd5b4605e14acdbda86c041704

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

1. Q. Yu
2. H. Brouwers
3. P.P. Li
4. P. Spiesz
5. R. Yu
6. X. Gao

In Civil and Structural Engineering

1. Q. Yu
2. P.P. Li
3. H. Brouwers
4. P. Spiesz
5. R. Yu
6. X. Gao
7. Hongjian Du
8. C. Shi

Citations in the corpus

• Effect of coarse basalt aggregates on the properties of Ultra-high Performance Concrete (UHPC) (2018, background): “[12] presented that at higher loading rates (impact loading), the cracks form quickly and can propagate through the aggregates, consequently increasing the impact resistance.”