PROGRAMMING OF FINITE ELEMENT METHODS IN MATLAB

PROGRAMMING OF FINITE ELEMENT METHODS IN MATLAB 5 and call v the coordinate vector of vrelative to the basis f˚ igN i=1). Following the termi-nology in linear elasticity, we introduce the stiffness matrix A = (a ij) N N; with a ij= a(˚ j;˚ i): In this sub

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