04 September 2024 3 3K Report

Hi, could anyone please explain the difference in numerical modeling between ordinary concrete and geopolymer concrete using Abaqus? Specifically, is it appropriate to use the Concrete Damaged Plasticity (CDP) model for geopolymer concrete? I’ve noticed that many articles mention the properties of geopolymer concrete as if they were the same as ordinary concrete. Thanks in advance for your help!

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