Dynamic fracture of concrete – compact tension specimen

By J. Ožbolt, Akanshu Sharma, H. Reinhardt. 2011

165 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/3bf0225986541ce9d2e4bd864e74ecd9f3d636ad

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. Qianbing Zhang
2. Guanfeng Zhang
3. Jian Zhao
4. E. Sola
5. J. Bošnjak
6. Florin Bobaru
7. J. Ožbolt
8. Xibing Li

In Materials Chemistry

1. Qianbing Zhang
2. Jian Zhao
3. E. Sola
4. J. Bošnjak
5. Florin Bobaru
6. Guanfeng Zhang
7. J. Ožbolt
8. Xibing Li

In Mechanics of Materials

1. Qianbing Zhang
2. Jian Zhao
3. Guanfeng Zhang
4. E. Sola
5. J. Bošnjak
6. Florin Bobaru
7. J. Ožbolt
8. Xibing Li

Citations in the corpus

• Why do cracks branch? A peridynamic investigation of dynamic brittle fracture (2015, background): “The role played by “structural inertia” (see Ožbolt et al. 2011, 2013) has been pointed out in branching of concrete.”
• A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials (2014, background): “From amacroscale point of view, strain rate dependence is due to the following factors (Ozbolt et al. 2011; Bazant et al. 1993): inertia effects at the microcrack level, viscous behaviour of the bulk material between cracks and structural inertia forces depending on the specimen geometry.”
• Dynamic fracture of concrete compact tension specimen: Experimental and numerical study (2013, methodology): “As discuss in detail by Ožbolt et al. (2011), after crack velocity reaches critical speed (around 800 m/s) there is crack branching.”