Shearing Stress in Bending of I Beams.
V. Basilevich (1953)
Publications de l'Institut Mathématique [Elektronische Ressource]
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V. Basilevich (1953)
Publications de l'Institut Mathématique [Elektronische Ressource]
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Kharibegashvili, S., Jaiani, G. (2000)
Bulletin of TICMI
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Janjgava, R. (2000)
Bulletin of TICMI
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Claes Johnson (1977)
Publications mathématiques et informatique de Rennes
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A. Krzywicki, A. Rybarski (1964)
Applicationes Mathematicae
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A. Krzywicki, A. Rybarski (1962)
Applicationes Mathematicae
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G. Molnárka (1990)
Banach Center Publications
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Milan Buric (1950)
Publications de l'Institut Mathématique [Elektronische Ressource]
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A. S. Sayyad, Y. M. Ghugal, N. S. Naik (2015)
Curved and Layered Structures
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A trigonometric beam theory (TBT) is developed for the bending analysis of laminated composite and sandwich beams considering the effect of transverse shear deformation. The axial displacement field uses trigonometric function in terms of thickness coordinate to include the effect of transverse shear deformation. The transverse displacement is considered as a sum of two partial displacements, the displacement due to bending and the displacement due to transverse shearing. Governing equations...
Ciancio, V., Francaviglia, M., Rogolino, P. (2004)
Balkan Journal of Geometry and its Applications (BJGA)
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Franco Pastrone (1991)
Atti della Accademia Nazionale dei Lincei. Classe di Scienze Fisiche, Matematiche e Naturali. Rendiconti Lincei. Matematica e Applicazioni
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It is proved that, as in three-dimensional elasticity, Betti's theorem represents a criterion for the existence of a stored-energy function for a Cosserat elastic shell.