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Concreate Prestress Model Not converge in step Loading

Dear Sir,

 

             I 've mater thesis project about prestress concreate bridge. On the first step I used Bolt load for represent prestress on Tendon

to hold all bridge block. And second step I apply load on vertical load such as 3 point bending test. On the first step I can run it completed. But on the second step it not converge. I need some comment for help mesolve this problem

 

                                                                                                                        Thanks you 

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