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How to model a flexural beam test

How to model a flexural beam test


I need to model a flexural test on a simply supported concrete beam with standard steel reinforcement. I have the whole test experimental data until failure and I want to create a model in Abaqus to match it. I'm concerned just about the vertical displacements and I don't care about the cracks propagation. What is the best way to model this test in Abaqus?

Thank you very much

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