Comprehensive concrete fracture tests: Description and results

By C. Hoover, Zdenek P. Bazant, J. Vorel, R. Wendner, M. Hubler. 2013

162 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/dac66881519a665dd4d18bfa93ed47333f44ca7f

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. M. J. Qomi
2. C. Hoover
3. Franz-Josef Ulm
4. Zdenek P. Bazant
5. Gianluca Cusatis
6. Qiang Yu
7. M. Vandamme
8. Milan Jirásek

In Mechanics of Materials

1. Franz-Josef Ulm
2. C. Hoover
3. Zdenek P. Bazant
4. S. Pang
5. Gianluca Cusatis
6. M. Vandamme
7. Milan Jirásek
8. Y. Abousleiman

Citations in the corpus

• Comparison of the Hu-Duan Boundary Effect Model with the Size-Shape Effect Law for Quasi-Brittle Fracture Based on New Comprehensive Fracture Tests (2014, background): “The situation has now changed with the publication (Hoover et al. 2013) of extensive experimental data on the structure size and crack length effects in notched and unnotched three-point bend beams cast from the same concrete.”
• Fracture toughness of calcium-silicate-hydrate from molecular dynamics simulations (2014, background): “Methods exist which can extract fracture properties from such material behaviors [63–66].”