Why Johnson-Holmsquist-2 model is not taken as concrete property in Abaqus/CAE, for dam? Or what are the limitations or advantage of taking JH-2 model as concrete in ABAQUS.
While the JH-2 model is a powerful tool for simulating the behavior of concrete under dynamic loading conditions, it is not currently included as a built-in material model in Abaqus/CAE for dam analysis. This is likely due to a combination of factors, including the complexity of the model, the lack of experimental data for validation, and the potential for user error in implementing the model.
Reza Moallemi Thank you for the answer. I actually wanted to ask is many researchers have taken HJC model or RHT model for concrete model of Dam, there is a lack of literature for taking JH-2 model for concrete in dam. Is there is a specific reason for that?
- Badges
- Science topic
- Similar topics
- Biological Science
- Histology
- Sectioning