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Hi I am studying the behavior of reinforced cylindrical column subjected to constant axial load and cyclic horizontal load (moment/curvature analysis), my problem which is to be able to stop the test at one moment, for insert the reinfforcement system (new cls jacket, new longitudinal bars) and to c...

Hi, i have a question about Concrete02 and Concrete01, Can i use it for a Cycle analysis? I have schematized steel with Hysteretic Material (and it work well). When i put the concrete01 or 02 the fiber associate stop when reach the compressive strength and i lose the crushing effect. What material d...