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Circumferential Stresses in Curved Beams
Publisher: The American Society of Mechanical Engineers (ASME)
Closure to “Discussion of ‘Circumferential Stresses in Curved Beams’” (1992, ASME J. Appl Mech., 59, p. 1044)
Publisher: The American Society of Mechanical Engineers (ASME)
Beam Elements on Two-Parameter Elastic Foundations
Publisher: American Society of Civil Engineers
Abstract: Two-parameter elastic foundations are more accurate than a one-parameter (Winkler) foundation and are simpler than semi-infinite elastic continuum foundation models. Two kinds of finite elements are formulated in this paper ...
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