Mesoscopic analysis of concrete under excessively high strain rate compression and implications on interpretation of test data

By Zhenhuan Song, Yong Lu. 2012

187 citations recorded by the source corpus.

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

View Paper: https://www.semanticscholar.org/paper/66eaa59c206903eff314ee4f521410ddf373c836

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. Mingzhong Zhang
2. W. Tu
3. Sadjad Naderi
4. Zhenhuan Song
5. Yong Lu
6. R. Zhou

In Materials Chemistry

1. Mingzhong Zhang
2. W. Tu
3. Sadjad Naderi
4. Zhenhuan Song
5. Yong Lu
6. R. Zhou

In Mechanics of Materials

1. Zhenhuan Song
2. Mingzhong Zhang
3. W. Tu
4. Yong Lu
5. R. Zhou
6. Sadjad Naderi

Citations in the corpus

• 3D mesoscale finite element modelling of concrete (2017, background): “For this grade of concrete, the standard strength of mortar is around 35 MPa with the Young’s modulus around 22 GPa [2, 15].”
• Meso-scale modelling of compressive fracture in concrete with irregularly shaped aggregates (2021, result): “4 Comparison with other studies For comparison, the stress-strain curves of concrete obtained from experiments and numerical simulations that are presented in [71, 72] are plotted together with the simulated results of this study in the subplot of Fig.”