A self-correcting, incremental-solution procedure has been developed which seems to be promising in solving geometrically highly nonlinear problems. The procedure is also applicable to systems with many degrees of freedom where the bandwidth of the stiffness matrix is large compared with the narrow bandwidth for the shell of revolution.


    Access

    Access via TIB

    Check availability in my library


    Export, share and cite



    Title :

    Self-correcting incremental approach in nonlinear structural mechanics.


    Contributors:

    Published in:

    Publication date :

    1971-12-01


    Type of media :

    Miscellaneous


    Type of material :

    No indication


    Language :

    English