EFFECT OF AGGREGATE ON THE FRACTURE BEHAVIOR OF HIGH STRENGTH CONCRETE

By Bing Chen, Juanyu Liu. 2004

229 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/2ada6350652b61c73468e4e6f8bad8abd9d24c3e

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In Civil and Structural Engineering

1. A. Loukili
2. Philippe Turcry
3. E. Rozière
4. Iman M. Nikbin
5. M. Beygi
6. M. Kazemi
7. Sébastien Granger
8. J. V. Amiri

Citations in the corpus

• Influence of paste volume on shrinkage cracking and fracture properties of self-compacting concrete (2007, background): “Using acoustic emission, Chen and Liu [23,24] have thus shown the decrease of the FPZ width with the increase of maximum aggregates size (which varied from 5 mm to 20 mm).”
• The influence of coarse aggregate size and volume on the fracture behavior and brittleness of self-compacting concrete (2014, methodology): “Relationship between GF and maximum size of coarse aggregate of NVC and SCC [16,19,28,32,44,45,47].”