GREENÂS FUNCTION BASED FINITE ELEMENT FORMULATIONS FOR ISOTROPIC SEEPAGE ANALYSIS WITH FREE SURFACE
Keywords:
SEEPAGE, FREE SURFACE, ISOTROPIC DAM, HYBRID FINITE ELEMENT METHOD, GREENÂS FUNCTIONAbstract
A SOLUTION PROCEDURE USING THE GREENÂS FUNCTION BASED FINITE ELEMENT METHOD (FEM) IS PRESENTED FOR TWO-DIMENSIONAL NONLINEAR STEADY-STATE SEEPAGE ANALYSIS WITH THE PRESENCE OF FREE SURFACE IN ISOTROPIC DAMS. IN THE PRESENT ALGORITHM, AN ITERATION STRATEGY IS DESIGNED TO CONVERT THE OVER-SPECIFIED FREE SURFACE PROBLEM TO A REGULAR PARTIAL DIFFERENTIAL EQUATION PROBLEM. THEN, AT EACH ITERATION STEP, THE GREENÂS FUNCTION FOR ISOTROPIC LINEAR SEEPAGE PARTIAL DIFFERENTIAL EQUATION IS EMPLOYED TO CONSTRUCT THE ELEMENT INTERIOR WATER HEAD FIELD, WHILE THE CONVENTIONAL SHAPE FUNCTIONS ARE USED FOR THE INDEPENDENT ELEMENT FRAME WATER HEAD FIELD. THEN THESE TWO INDEPENDENT FIELDS ARE CONNECTED BY A DOUBLE-VARIABLE HYBRID FUNCTIONAL TO PRODUCE THE FINAL SOLVING EQUATION SYSTEM. BY MEANS OF THE PHYSICAL DEFINITION OF GREENÂS FUNCTION, ALL TWO-DIMENSIONAL ELEMENT DOMAIN INTEGRALS IN THE PRESENT ALGORITHM CAN REDUCE TO ONE-DIMENSIONAL ELEMENT BOUNDARY INTEGRALS, SO THAT VERSATILE MULTI-NODE ELEMENT IS CONSTRUCTED TO SIMPLIFY MESH RECONSTRUCTION DURING ITERATION. FINALLY, NUMERICAL RESULTS FROM THE PRESENT GREENÂS FUNCTION BASED FEM WITH ISOTROPIC GREENÂS FUNCTION KERNELS ARE COMPARED WITH OTHER NUMERICAL RESULTS TO VERIFY AND DEMONSTRATE THE PERFORMANCE OF THE PRESENT METHOD.Downloads
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2015-07-07
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