I model a reinforced concrete Beam column Joint in ansys .total 32 number of load steps inthe 20th load steps the below error was appear .
Please guide me That Error What's meaning ?
The supplied nonlinear material properties produced an incorrect
material tangent matrix. Please check your TB input carefully. A
very small yield stress may cause this failure.
How to apply the Reversal load steps using Ansys, Mono tonic load application of the load steps not a problem & performance also I am getting as per the laboratory results crack patens ,Any one pls.help me.............
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