An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression

By Heekwan Lee, S. Jeon. 2011

731 citations recorded by the source corpus.

Subfields: Management, Monitoring, Policy and Law, Mechanics of Materials, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/908e8ad7b85218cae09c49014477c279768ccde0

How researchers see this paper

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

In Management, Monitoring, Policy and Law

1. Xiaoping Zhou
2. Xiaobin Ding
3. Xibing Li
4. P. Cao
5. J. Bi
6. C. Bao
7. Q. Qian
8. Timon Rabczuk

In Mechanics of Materials

1. Xiaoping Zhou
2. Shuwei Zhou
3. Xiaoying Zhuang
4. Hehua Zhu
5. Timon Rabczuk
6. Q. Qian
7. J. Bi
8. Tao Zhou

In Ocean Engineering

1. Xiaoping Zhou
2. Xiaoying Zhuang
3. Weijun Wang
4. Xiaobin Ding
5. Xibing Li
6. P. Cao
7. J. Bi
8. Wen Wan

Citations in the corpus

• The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression (2016, background): “In the works by Lee and Jeon (2011), PMMA (poly methyl methacrylate), Diastone (types of molded gypsum) and Hwangdeung granite were used to investigate crack initiation, propagation and coalescence near pre-existing open flaws under uniaxial compression.”
• The 3D Numerical Simulation for the Propagation Process of Multiple Pre-existing Flaws in Rock-Like Materials Subjected to Biaxial Compressive Loads (2016, methodology): “…performed on crack propagation for different materials under uniaxial compression in 2D physical experimental works (Bobet and Einstein 1998a, b; Lee and Jeon 2011; Park and Bobet 2009, 2010; Sagong and Bobet 2002; Wong and Einstein 2009a, b; Wong et al. 2001; Zhou et al. 2014) and numerical…”
• Cracking Processes and Coalescence Modes in Rock-Like Specimens with Two Parallel Pre-existing Cracks (2018, methodology): “Avoiding choosing a particular tip-based crack initiation criterion, an alternative approach based on the bonded-particle model (BPM) was used in many studies (Potyondy and Cundall 2004; Cho et al. 2007; Lee and Jeon 2011; Zhang and Wong 2012, 2013, 2014; Zhang et al. 2017).”
• Phase field modelling of crack propagation, branching and coalescence in rocks (2018, background): “pagation in rock, see for instance the contributions in Bobet and Einstein (1998), Wong et al. (2001), Sagong and Bobet (2002), Wong and Einstein (2009), Park and Bobet (2009), Park and Bobet (2010), Lee and Jeon (2011), and Zhou et al. (2014). However, many studies focus on uniaxial compressive loa”
• Crack coalescence behavior of brittle sandstone samples containing two coplanar fissures in the process of deformation failure (2011, background): “Lee and Jeon [9] carried out uniaxial compression experimental for Diastone (types of molded gypsum) and Hwangdeung granite containing a horizontal fissure and an inclined fissure underneath.”
• Dynamic Strength and Fracturing Behavior of Single-Flawed Prismatic Marble Specimens Under Impact Loading with a Split-Hopkinson Pressure Bar (2016, methodology): “…on the cracking processes of rocks and rock-like materials by means of quasi-static compressive tests (Chen et al. 1992; Huang et al. 1990; Lee and Jeon 2011; Li et al. 2005b; Park and Bobet 2009; Wong and Chau 1998; Wong Dynamic Strength and Fracturing Behavior of Single-Flawed Prismatic…”
• Numerical Simulation of Crack Growth and Coalescence in Rock-Like Materials Containing Multiple Pre-existing Flaws (2015, methodology): “The particle flow code (PFC) is a type of DEM, which is commercially available and has been applied to solve crack problems (Yoon 2007; Lee and Jeon 2011; Zhang and Wong 2012).”