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41.
42.
International Applied Mechanics - 相似文献
43.
44.
A method is proposed to study the influence of discrete ribs on the dispersion curves for harmonic waves propagating along the directrix of a simply supported cylindrical shell reinforced with rings. A numerical example is considered to demonstrate the necessity of accounting for this factor, the possibility of using a simplified formulation of the problem, and the necessity of accounting for the asymmetry of rib arrangement about the median surface of the shell 相似文献
45.
V. A. Zarutskii 《International Applied Mechanics》2005,41(7):786-792
Possibilities for edge resonances to occur in structurally orthotropic cylindrical shells through which harmonic waves propagate
are studied. It is shown that such resonances may be generated by axisymmetric longitudinal flexural waves propagating in
a rigidly clamped semi-infinite shell
__________
Translated from Prikladnaya Mekhanika, Vol. 41, No. 7, pp. 93–101, July 2005. 相似文献
46.
We obtain exact and approximate solutions to buckling problems for circular cylindrical open shells hinged at all edges and
quasiregularly reinforced with discrete longitudinal ribs. It is shown that analogous solutions to natural-vibration problems
for such shells can easily be found
Translated from Prikladnaya Mekhanika, Vol. 44, No. 12, pp. 83–92, December 2008. 相似文献
47.
V. A. Zarutskii 《International Applied Mechanics》2000,36(3):367-371
The exact solution of equilibrium equations is found on the assumption that ribs are symmetrical about the middle plane of
a plate and work in bending from this plane. The necessary and sufficient conditions of the applicability of the theory of
structurally orthotropic shells to the solution of the problem are formulated.
This study has been carried out in accordance with Project 614 of the Ukrainian Scientific and Technological Center.
S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev. Translated from Prikladnaya Mekhanika,
Vol. 36, No. 3, pp. 90–94, March, 2000. 相似文献
48.
A new formula has been proposed for estimation of critical stresses in ribbed conical and spherical shells. Numerical values
of the unknown coefficients that enter into the formula have been defined by the supposition that the curve constructed in
accordance with the proposed formula has to envelop from below all experimental values of the critical stresses known to the
authors.
S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev. Translated from Prikladnaya Mekhanika,
Vol. 35, No. 9, pp. 47–50, September, 1999. 相似文献
49.
A rectangular plate reinforced with longitudinal ribs is considered. The influence of the discrete ribs on the wavenumbers
of harmonic waves propagating along the ribs is investigated. The effect of the stiffness parameters of the ribs on the natural
frequencies and modes of a cross-ribbed plate is studied
__________
Translated from Prikladnaya Mekhanika, Vol. 42, No. 2, pp. 65–78, February 2006. 相似文献
50.