Affiliation:
1. Technion-Israel Institute of Technology, Haifa 32000, Israel
Abstract
A stiffness approach is presented for computing the solution of beams on variable Winkler foundation. The solution may be achieved using only a small number of elements along the beam. Accuracy is dependent only on a preset user criterion. A numerical example demonstrates the efficiency and accuracy of the procedure.
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
51 articles.
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