Vibration Problems in Engineering. D. van Nistrand Company, Inc. New York 1928. VI + 351 SNo abstract is available for this article.doi:10.1002/zamm.19300100212John Wiley & Sons, Ltd.ZAMM ‐ Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
The ability to predict engineering design loads without considering the stress singularity remains particularly appealing for simplicity, such methods often utilize mechanics of materials level solutions (Taylor and Dillard, 1994; Wahab et al., 2004; Goglio et al., 2008), but it is uncertain ...
The following Mathematica code is based on Stephen Timoshenko’s analytical solution. The color represents the equivalent (Von Mises) stress where red is high stress and blue is low stress. (* runtime: 12 seconds *) Clear[f, x, y]; a = b = 2.0; L = 10; T = G = 1; J = 16...
Timoshenko, S.P., and Goodier, J.N. (1970). Theory of Elasticity, 3d ed. McGraw- Hill, New York. Tsukizoe, T., and Hisakado, T. (1965). On the Mechanism of Contact Between Metal Surfaces-The Penetrating Depth and the Average Clearance. Trans ASME, J Basic Eng, 87:666-674. ...
(UK) and SPE Fellow, and AIAA Associate Fellow. He received numerous professional awards. Particularly, he is the third Russian American Scientist, after S. Timoshenko and I. Sikorsky, who received the prestigious ASME Worcester Reed Warner Medal for outstanding contribution to the permanent ...
Closed-form solutions for vibrations analysis of cracked Timoshenko beams on elastic medium: An analytically approach M.A. De Rosa, M. Lippiello Article 111946 select article Seismic response prediction and variable importance analysis of extended pile-shaft-supported bridges against lateral spreading: ...
Gudmundson, P.: The dynamic behaviour of slender structures with cross-sectional cracks. Journal of the Mechanics and Physics of Solids 31, 329–345 (1983) ArticleMATHGoogle Scholar Guinea, G.V., Pastor, J.Y., Elices, M.: Stress intensity factor, compliance and CMOD for a general three-...
“timoshenko’s beam theory” 1936 hardy cross developed the moment distribution method, an important innovation in the analysis and design of continuous frames 1941 alexander hrennikoff solved the discretization of plane elasticity problems using the lattice framework 1942 r. courant presented solution ...
Handbook on Timoshenko-Ehrenfest Beam and Uflyand-Mindlin Plate Theories Mechanics of Solids and Structures New Foundation of Artificial Intelligence Mechanics of Continuous Media Acoustic Metamaterials and Wave Control Some New Directions in Science on Computers ...
2iv). The deformation behavior is predictable based on the Timoshenko beam theory [69]. In a bimorph thermal actuator, materials with large contrast in CTE are usually combined for producing large deformation. Some common polymers with large positive CTE include polydimethylsiloxane (PDMS), ...