hello everyone,
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.
thanks and regards
s.rajagopal
RCC beam column joint modelling in Ansys
dear sir,
i am a student in Msc in structural engineering at pulchowk campus ,IOE, Nepal. i am doing my thesis on shear behaviour of bema column connection.and i want to model the beam column connection in Ansys. can u send me the related document and process of modelling of joint in ansys?it will be very helpful to me.my email ID is bishowkumar [at] yahoo.com,bishowkumarstha [at] gmail.com. looking forward your kind support.my
regards
bisow kumar shrestha
I am currently trying to find a solution to the same problem
I am currently trying to find a solution to the same problem. If you find anything, please post. I will do the same.Thank you!
My email address is duzibocumt [at] 163.com (duzibocumt[at]163[dot]com).