A complementary strain energy solution for higher order beam theory


Abstract eng:
The study develops a higher order beam theory based on the principle of stationary complementary energy. The theory successfully captures transverse shear stresses and transverse and longitudinal normal stresses. The predicted displacements and stresses are shown to agree well with the theory of elasticity solution and 3D FEA analysis.

Publisher:
International Union of Theoretical and Applied Mechanics, 2016
Conference Title:
Conference Title:
24th International Congress of Theoretical and Applied Mechanics
Conference Venue:
Montreal (CA)
Conference Dates:
2016-08-21 / 2016-08-26
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2016-11-15, last modified 2016-11-15


Original version of the author's contribution as presented on CD, page 1978, code PO.SM04-1.18.232 .:
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