The Small Deflection Of A Normally Loaded Square Plate, Elastically Supported Along It's Edges
H. W. Parsons, D. M. A. Leggett (1958)
Publications de l'Institut Mathématique
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H. W. Parsons, D. M. A. Leggett (1958)
Publications de l'Institut Mathématique
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Marsavina, Liviu, Craciun, Marius (2009)
Analele Ştiinţifice ale Universităţii “Ovidius" Constanţa. Seria: Matematică
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K. T. Sundara, Raja Iyengar, K. D. Narasimhan (1965)
Publications de l'Institut Mathématique
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Anukul De (1986)
Aplikace matematiky
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The object of this paper is to formulate the differential equations in the beamcolumn problem of the buckling of anisotropic cylindrical shells, placed between the plates of a testing machine subject to an axial load and a radial load of sufficient magnitude to bring the expansion without constraint of the edges produced by to zero deflection. The solution is obtained with necessary boundary conditions and the corresponding results for the isotropic case are deduced.
Dragos Radenkovic (1953)
Publications de l'Institut Mathématique [Elektronische Ressource]
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Bardzokas, D.I., Sfyris, G.I. (2005)
Mathematical Problems in Engineering
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István Ecsedi, Ákos József Lengyel (2015)
Curved and Layered Structures
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Elastic two-layer curved composite beam with partial shear interaction is considered. It is assumed that each curved layer separately follows the Euler-Bernoulli hypothesis and the load slip relation for the flexible shear connection is a linear relationship. The curved composite beam at one of the end cross sections is fixed and the other end cross section is subjected by a concentrated radial load. Two cases are considered. In the first case the loaded end cross section is closed by...
Zoltán Sadovský (1975)
Aplikace matematiky
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