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In conjugate gradient implementation of quadrilateral elements the stiffness of each element is stored in three dimensional arrays.

(a) True

(b) False

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I'd like to ask this question from Conjugate Gradient Implementation of Quadrilateral Element in section Two Dimensional Isoparametric Elements and Numerical Integration of Finite Element Method

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Right option is (a) True

The explanation is: The stiffness of each quadrilateral element is stored in three dimensional arrays. Thus stiffness of each element can be recalled without recalculating for iterations carried out.

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