Too stiff solution
Too stiff solution
(OP)
Dear collages from forum,
I'm performing a FEA of a bolted connection, and results (comparing with experimental tests) are stiffer. I send to you in attach to this email the model: could you please give to me some recomendations?
I'm performing a FEA of a bolted connection, and results (comparing with experimental tests) are stiffer. I send to you in attach to this email the model: could you please give to me some recomendations?





RE: Too stiff solution