Effects of microstructures on dynamic compression of Barre granite

By Kaiwen Xia, M. Nasseri, B. Mohanty, Fangyun Lu, R. Chen, S. Luo. 2008

260 citations recorded by the source corpus.

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

View Paper: https://www.semanticscholar.org/paper/5cceb759cd785ed182f7101078e0e006f18a7ff7

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. Jian Zhao
3. Zilong Zhou
4. Y. Zou
5. Xibing Li
6. Feng Dai
7. Yuan Xu
8. Guowei Ma

In Materials Chemistry

1. Qianbing Zhang
2. Jian Zhao
3. Xibing Li
4. Zilong Zhou
5. Feng Dai
6. Kaiwen Xia
7. Y. Zou
8. Yuan Xu

In Mechanics of Materials

1. Qianbing Zhang
2. Jian Zhao
3. Xibing Li
4. Zilong Zhou
5. Feng Dai
6. Kaiwen Xia
7. Y. Zou
8. Yuan Xu

Citations in the corpus

• Dynamic Response and Failure Mechanism of Brittle Rocks Under Combined Compression-Shear Loading Experiments (2018, background): “Many efforts have been devoted to studying the mechanical responses of rocks in dynamic uniaxial compression under high loading rates (Xia et al. 2008; Doan and Gary 2009; Dai et al. 2010).”
• A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials (2014, methodology): “…the volumetric organic content, such as in oil shale (Lankford 1976; Chong et al. 1980; Chong and Boresi 1990), and some preferred orientation of fabric or microstructure, for example in Barre granite (Goldsmith et al. 1976; Xia et al. 2008; Dai and Xia 2010, 2013), affect the mechanical behaviour.”
• Effects of strain rate on fracture toughness and energy release rate of gas shales (2017, background): “With an increase in the strain rate, the transgranular fractures become dominant over the intergranular fractures and, as a result, the fracture path becomes more straight and possess a less rough fracture surface when compared to the low strain rate condition (Zhang and Zhao, 2013).”
• Numerical Simulation of the Rock SHPB Test with a Special Shape Striker Based on the Discrete Element Method (2014, result): “Xia et al. (2008) conducted a uniaxial compressive test on Barre granite under a high strain rate and obtained reflected waves which are similar to that in Fig.”
• A Semi-Circular Bend Technique for Determining Dynamic Fracture Toughness (2010, methodology): “The measurement principle of SHPB has been extensively documented [20, 21, 25].”
• Suggested Methods for Determining the Dynamic Strength Parameters and Mode-I Fracture Toughness of Rock Materials (2012, background): “This increase is due to the failure and thus the loss of load-bearing capacity of the specimen [7].”