Rate dependent behavior and modeling of concrete based on SHPB experiments

By Y. Al-Salloum, T. Almusallam, S. Ibrahim, Husain Abbas, S. Alsayed. 2015

233 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/0ad78879c8d6c63e505f38f1f67a61b4fdf41863

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Qingli Yu
2. Weitan Zhuang
3. C. Shi
4. J. Provis
5. Chi-Sun Poon
6. Zuhua Zhang
7. S. A. Bernal
8. Zemei Wu

In Materials Chemistry

1. C. Shi
2. Qingli Yu
3. Weitan Zhuang
4. J. Provis

In Ocean Engineering

1. C. Shi

Citations in the corpus

• Research progress on the dynamic compressive properties of ultra-high performance concrete under high strain rates (2021, background): “Al-Salloum et al. [129] argued that different testing devices, specimen geometry, size effect and different material components (e.g., concrete grade, aggregate size, curing conditions, etc.) may lead to the difference in the DIF models.”