Mohr–Coulomb Parameters and Stress–Strain Curve for Nonlinear Numerical Analysis

Author:

Kim Hyung Joon,Lee Wan Hoon

Publisher

Korean Society of Road Engineers

Reference8 articles.

1. Carrasquillo, R. L.. , Nilson, A. H. , Slate, F. O. (1981). “Properties of high strength concrete subjected to short-term load” ACI J., Vol. 78, pp. 171-178.

2. Chen, Y. , Visintin, P. , Oehlers, D. J. (2015). “Concrete Shear- Friction Material Properties: Derivation from Actively Confined Compression Cylinder Tests,” Adv. Struct. Eng., Vol. 18, pp. 1173–1185.

3. Cucino, P. , Fanti, D. , Omizzolo, A. , Schiavazzi, D. (2010). “A finite element insight on reinforced concrete tunnels under fire conditions,” Handling Exceptions in Structural Engineering: Structural Systems, Accidental Scenarios, Design Complexity, Sapienza University of Rome.

4. Lelovic, S. , and Vasovic, D. (2020). “Determination of Mohr- Coulomb Parameters for Modelling of Concrete,” Crystals 2020, 10(9), 808;

5. Ministry of Land, Infrastructure and Transport (2022). “Korea Structural Concrete Design Code”(In Korean).

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