On a vibration of an elastic cusped bars.
Kharibegashvili, S., Jaiani, G. (2000)
Bulletin of TICMI
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Displaying similar documents to “Existence of solutions for prestressed shallow shells”
On a vibration of an elastic cusped bars.
On I. Vekua's method in the theory of elastic mixtures.
Janjgava, R. (2000)
Bulletin of TICMI
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The buckling of thin cylindrical shells under axial compression.
D.M.A. Leggett (1954)
Publications de l'Institut Mathématique [Elektronische Ressource]
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Dynamics of multilayered orthotropic viscoelastic plates of Maxwell solids.
Pal Roy, P., Debnath, L. (1988)
International Journal of Mathematics and Mathematical Sciences
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On elastic waves in a thin-layered laminated medium with stress couples under initial stress.
Roy, P.Pal, Debnath, L. (1988)
International Journal of Mathematics and Mathematical Sciences
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On linearization of an equation of an elastic rod
A. Krzywicki, A. Rybarski (1962)
Applicationes Mathematicae
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On a linearization of an equation of an elastic rod (II)
A. Krzywicki, A. Rybarski (1964)
Applicationes Mathematicae
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Flexible plate and foundation modelling.
Hosking, R. J. (2000)
Journal of Applied Mathematics and Decision Sciences
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Numerical investigation of the properties of quasilocal plane waves of the modal type in the case of a thin low-velocity elastic layer that is in contact with an elastic half-space.
Surkov, Yu.A., Reshetnikov, V.V. (2004)
Journal of Mathematical Sciences (New York)
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Generation of SH-type waves in layered anisotropic elastic media.
Pal, P.C., Debnath, Lokenath (1979)
International Journal of Mathematics and Mathematical Sciences
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Propagation of seismic waves in block elastic-fluid media. III.
Molotkov, L.A. (2004)
Journal of Mathematical Sciences (New York)
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On the propagation of Scholte-Gogoladze surface waves along the interface of arbitrary shape between an elastic body and a fluid.
Cherednichenko, K.D. (2005)
Zapiski Nauchnykh Seminarov POMI
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Curved composite beam with interlayer slip loaded by radial load
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...