Abstract:Abstract. A quadrilateral element with smoothed curvatures for Reissner-Mindlin structure plates is proposed. A curvature matrix at an a rbitrary point is normalized by a non-local approximation over a smoothing function . By choosing a constant smoothed function and applying the divergence theorem , the bending stiffness matrix calcu lated on boundaries of smoothing elements (smoothing cells) instead of on their interior. Several numerical results are analyzed to demonstrate high reliability and free locking … Show more
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