How does Marc uses these two kind of methods during calculation? Does these two kind of methods have a effect on final result?
In my opinion, these two methods only influence the convergence rate and if the calculation convergenced then the result should be similiar. I do a comparation test by changing this option in Marc, and the result shows big difference.
Thanks,I changed convergence tolerence , used a absolute value of residual and smaller step,the result shows similar with the one used full Newton-Raphson. It need more cycles to get convergence in each increment than full Newton-Raphson mehthod.
By the way,is the tangent stiffness matrix calculated only once or recalculate after serveral cycles in one increment when using Modified Newton-Raphson method?
Thanks,I changed convergence tolerence , used a absolute value of residual and smaller step,the result shows similar with the one used full Newton-Raphson. It need more cycles to get convergence in each increment than full Newton-Raphson mehthod.
By the way,is the tangent stiffness matrix calculated only once or recalculate after serveral cycles in one increment when using Modified Newton-Raphson method?