for the determination of all the parameters of the CDPM model in Abaqus, please refer to the publication referenced with the DOI: 10.13140/RG.2.2.24408.75529
for the determination of all the parameters of the CDPM model in Abaqus, please refer to the publication referenced with the DOI: 10.13140/RG.2.2.24408.75529
[6]Wahalathantri, B.L., Thambiratnam, D.P., Chan, T.H.T, & Fawzia, S. 2011. A material model for flexural crack simulation in reinforced concrete elements using Abaqus. In Proceedings of the First International Conference on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing, 27-29 April 2011, Qld, Australia.
[7]Tomasz, J., Tomasz, L., 2005. Identification of Parameters of Concrete Damage Plasticity Constitutive Model.
FOUNDATION OF CIVIL AND ENVIRONMENTAL ENGINEERING, No.6: 53-69.
[8]Szczecina, M., Winnicki, A. 2015. Calibration of the CDP model parameters in Abaqus. The 2015 World Congress on Advances in Structural Engineering and Mechanics (ASEM15), 25-29 August, 2015, Incheon, Korea.
***For building compression and tension behavior:
[9]Hsu, L.S., HsuT, C.-T.T. 1994. Complete stress-strain behavior of high-strength concrete under compression. Magazine of Concrete Research, 46, No. 169: 301-312.
[10]Aslani, F., Jowkarmeimandi, R. 2012. Stress-strain model for concrete under cyclic loading. Magazine of Concrete Research, 64(8): 673-685.