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  1. ricewjx

    routines for nonsymmetric stiffness matrix with skyline storage

    The problem I'm doing invovles electro-mechanical coupling. I have another thread which describes the problem in a little detail: http://www.eng-tips.com/viewthread.cfm?qid=137630&page=3
  2. ricewjx

    routines for nonsymmetric stiffness matrix with skyline storage

    Thank you for all the discussions! My problem is that the finite element program will converge, however, to the wrong solution if I use the nonlinear tangent matrix. If I use the linear matrix, the program will converge to correct solution. So the problem has to be with my tangent formulation...
  3. ricewjx

    routines for nonsymmetric stiffness matrix with skyline storage

    Thanks, EricZhao! I now think it may not be the nonsymmetric problem. It may be the numerical error that cause the results to be incorrect. I doubt that globally the solution converges though locally the error stacks. Don't know what to do now. Sigh!
  4. ricewjx

    Global Error & Local Error

    Hi all, I am doing some nonlinear analysis using consistent tangent matrix. I did uniform traction tests found that the results are not homogeneous even though the finite element solution (global solution) converges very well. However, if I do not use the linear stiffness matrix instead of...
  5. ricewjx

    routines for nonsymmetric stiffness matrix with skyline storage

    I'm developing finite element program myself for the research. We used the skyline storage for the system matrix. Now the new stiffness matrix is unsymmetric and all the solver I can find is for symmetric matrix. Could anyone tell me where I can find the program with skyline storage scheme to...
  6. ricewjx

    A strange problem for a nonlinear fea

    Sorry. The greek characters can not be displayed. I have to make changes and post it again. The consitutive relationships are plasticity like: sigma=C:(eps-epsr)-h:(D-Pr) (1) E=-h:(eps-epsr)+b:(D-Pr) (2) sigma-stress...
  7. ricewjx

    A strange problem for a nonlinear fea

    Thank you EricZhao! I will try to demonstrate the problem. I hope I can make it clear. The consitutive relationships are plasticity like: ?=C:(?-?r)-h:(D-Pr) (1) E=-h:(?-?r)+?:(D-Pr) (2) ?-stress, E-electric field...
  8. ricewjx

    A strange problem for a nonlinear fea

    I am developing a nonlinear finite element program for the response of ferroelectric materials. Due to the electro-mechanical coupling, the nonlinearity is material nonlinear. I derived the consistent tangent stiffness matrix and are trying to test it. Three tests were carried out on a...
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