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The Timoshenko–Ehrenfest beam theory was developed by Stephen Timoshenko and Paul Ehrenfest [1] [2] [3] early in the 20th century. [ 4 ] [ 5 ] The model takes into account shear deformation and rotational bending effects, making it suitable for describing the behaviour of thick beams, sandwich composite beams , or beams subject to high ...
In general, the yield strength of a material is an adequate indicator of the material's mechanical strength. Considered in tandem with the fact that the yield strength is the parameter that predicts plastic deformation in the material, one can make informed decisions on how to increase the strength of a material depending on its microstructural ...
Stepan Prokopovich Timoshenko [3] (Ukrainian: Степан Прокопович Тимошенко, romanized: Stepan Prokopovych Tymoshenko; Russian: Степан Прокофьевич Тимошенко, romanized: Stepan Prokofyevich Timoshenko, [sʲtʲɪˈpan prɐˈkofʲjɪvʲɪtɕ tʲɪmɐˈʂɛnkə]; December 22 [O.S. December 10] 1878 – May 29, 1972), later known as Stephen ...
After his doctorate thesis 1941, he returned to Turkey to continue academic studies in the Engineering School. In 1944, the school was renamed Istanbul Technical University and he became the associate professor of Mechanics and Strength . [1] After compulsory military service in 1944, he married Jale İnan, the first female archaeologist in ...
Timoshenko, Stephen P.; James Norman Goodier (1970). Theory of Elasticity (Third ed.). McGraw-Hill International Editions. ISBN 0-07-085805-5. Timoshenko, Stephen P. (1983). History of strength of materials: with a brief account of the history of theory of elasticity and theory of structures. Dover Books on Physics. Dover Publications.
Stephen Harry Crandall [1] (December 2, 1920 [2] – October 29, 2013 [3]) was a professor of mechanical engineering at MIT.He earned his master's degree in engineering at Stevens Institute of Technology in Hoboken, New Jersey and his Ph.D. from MIT.
Plastic bending [1] is a nonlinear behavior particular to members made of ductile materials that frequently achieve much greater ultimate bending strength than indicated by a linear elastic bending analysis. In both the plastic and elastic bending analyses of a straight beam, it is assumed that the strain distribution is linear about the ...
Strength of Materials, 3rd edition, Krieger Publishing Company, 1976, by Timoshenko S.,ISBN 0-88275-420-3; Forensic Materials Engineering: Case Studies by Peter Rhys Lewis, Colin Gagg, Ken Reynolds, CRC Press (2004).