Effect of Model Scale and Particle Size Distribution on PFC3D Simulation Results

By Xiaobin Ding, Lianyang Zhang, Hehua Zhu, Qi Zhang. Rock Mechanics and Rock Engineering, 2013

301 citations recorded by the source corpus.

Subfields: Computational Mechanics, Mechanical Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/4e0fbdad2a70da31b84467eeab62e63b0b7368bc

How researchers see this paper

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

In Computational Mechanics

1. Shunchuan Wu
2. Xueliang Xu
3. Xiaobin Ding
4. Lianyang Zhang

In Mechanical Engineering

1. Shunchuan Wu
2. Xueliang Xu
3. Xiaobin Ding
4. Lianyang Zhang

In Mechanics of Materials

1. Shunchuan Wu
2. Xueliang Xu
3. Xiaobin Ding
4. Lianyang Zhang

Citations in the corpus

• A new contact model to improve the simulated ratio of unconfined compressive strength to tensile strength in bonded particle models (2014, background): “22 mm, resulting in a minimum specimen length (L) to average particle diameter (d) ratio of 18 [52].”
• A Study of Three Intrinsic Problems of the Classic Discrete Element Method Using Flat-Joint Model (2016, methodology): “Therefore, one should carefully select /r instead of setting it as the default /r ¼ tan 1ð0:5Þ ¼ 26:6 in standard BPM as done by Cho et al. (2007), Ding et al. (2014), and Potyondy and Cundall (2004).”