Dear Dr.Silvia:
I did a pushover analysis on a 2D concrete frame.At the end of analysis the following warnings were emerged,but it is written that my analysis is done.What is my problem?What should I change?I used nonlinear beam-column with fiber section.Thanks dear Dr.Silvia.
Regards
Number of Stories: 5 Number of bays: 3
Model Built
WARNING: CTestEnergyIncr::test() - failed to converge
after: 8 iterations
NewtnRaphson::solveCurrentStep() -the ConvergenceTest object failed in test()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 6 with domain at
load factor 0.18982
OpenSees > analyze failed, returned: -3 error flag
WARNING - ForceBeamColumn2d::update - failed to get compatible element forces &
deformations for element: 232(dW: << 0.00327551)
Domain::update - domain failed in update
DisplacementControl::update - model failed to update for new dU
WARNING NewtonRaphson::solveCurrentStep() -the Integrator failed in update()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 0 with domain at
load factor 0.18974
OpenSees > analyze failed, returned: -3 error flag
Trying Newton with Initial Tangent ..
WARNING: CTestEnergyIncr::test() - failed to converge
after: 8 iterations
NewtnRaphson::solveCurrentStep() -the ConvergenceTest object failed in test()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 0 with domain at
load factor 0.194098
OpenSees > analyze failed, returned: -3 error flag
Trying Newton with Initial Tangent ..
WARNING: CTestEnergyIncr::test() - failed to converge
after: 8 iterations
NewtnRaphson::solveCurrentStep() -the ConvergenceTest object failed in test()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 0 with domain at
load factor 0.195521
OpenSees > analyze failed, returned: -3 error flag
Trying Newton with Initial Tangent ..
WARNING - ForceBeamColumn2d::update - failed to get compatible element forces &
deformations for element: 111(dW: << 1.99782e-008)
Domain::update - domain failed in update
DisplacementControl::update - model failed to update for new dU
WARNING NewtonRaphson::solveCurrentStep() -the Integrator failed in update()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 0 with domain at
load factor 0.194988
OpenSees > analyze failed, returned: -3 error flag
Trying Broyden ..
WARNING - ForceBeamColumn2d::update - failed to get compatible element forces &
deformations for element: 223(dW: << -4.11391e-005)
Domain::update - domain failed in update
DisplacementControl::update - model failed to update for new dU
WARNING Broyden::solveCurrentStep() -the Integrator failed in update()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 0 with domain at
load factor 0.192336
OpenSees > analyze failed, returned: -3 error flag
Trying NewtonWithLineSearch ..
WARNING: CTestEnergyIncr::test() - failed to converge
after: 8 iterations
NewtnRaphson::solveCurrentStep() -the ConvergenceTest object failed in test()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 0 with domain at
load factor 0.199226
OpenSees > analyze failed, returned: -3 error flag
Trying Newton with Initial Tangent ..
DONE Pushover analysis: CtrlNode 061, dof 1, Disp=26.3971 inch
Converge problem
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It works now!
Dear Dr. Silvia:
I doubled the fiber numbers from 20 to 40 and also increased displacement increment.Now it works without any convergence problems.Thank you so much
I doubled the fiber numbers from 20 to 40 and also increased displacement increment.Now it works without any convergence problems.Thank you so much