hi ,
i am working with concrete beam in ansys, i what to konw how to now its failure manner??? ....how to know whether it is shear or flexural or crushing failure??.....and what is the difference between reaching 0.003 for the strain in concrete and not reaching it ???......what is the difference between getting a message said that we have a rigid body motion ......and a message said we have unconvergence solution???.......i have been struggling to find out the answer but i did get no thing yet ....
thanks