Abstract
A consideration is given to the method and results of an experimental study into the stress state of a structure consisting of two stiffened cylindrical shells and a framework subjected to longitudinal and transverse forces. The experimental and theoretical results are compared. Recommendations for designing such structures are given.
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REFERENCES
M. Ya. Borodyanskii, “Stability analysis of cyclically symmetric multitiered frameworks,” Tr. KTIIP im. A. I. Mikoyana, Issue 12, 16–27 (1952).
Ya. M. Grigorenko and V. P. Maksimenko, “The stress–strain state of smooth and ribbed cylindrical shells under local loads,” Dokl. AN USSR, Ser. A, No. 3, 22–25 (1982).
M. I. Dlugach, P. S. Polyakov, and V. P. Maksimenko, “Strength analysis of cylindrical shells under longitudinal forces,” Prikl. Mekh., 4, No. 4, 25–34 (1968).
M. I. Dlugach, P. S. Polyakov, and V. P. Maksimenko, “Strength analysis of stiffened cylindrical shells under longitudinal forces,” Prikl. Mekh., 5, No. 11, 40–47 (1969).
N. V. Kornoukhov, Strength and Stability of Frameworks [in Russian], Stroiizdat, Moscow (1949).
V. P. Maksimenko and N. V. Koval'chuk, “Numerical solution of static problems for smooth and ribbed shells under bending and longitudinal loads,” Prikl. Mekh., 27, No. 3, 69–75 (1991).
V. P. Maksimenko, “Solution of static problems for smooth and ribbed cylindrical shells under complex forces,” Prikl.Mekh., 34, No. 12, 55–60 (1998).
V. P. Maksimenko, “Stress analysis of a compound structure under static loading,” Int. Appl. Mech., 37, No. 10, 1325–1331 (2001).
V. P. Maksimenko, “Numerical solution of static problems for multitiered structures,” Int. Appl. Mech., 37, No. 12, 1629–1635 (2001).
P. Z. Lugovoi and V. F. Meish, “On the theory and solution of dynamic problems of the nonstationary behavior of cylindrical shells with discrete variable stiffeners,” Int. Appl. Mech., 35, No. 6, 582–588 (1999).
P. Z. Lugovoi, V. F. Meish, and É. A. Shtanlsel', “Allowance for geometrical nonlinearity in dynamic problems of the theory of discretely stiffened cylindrical shells under nonstationary loading,” Int. Appl. Mech., 36, No. 4, 532–537 (2000).
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Maksimenko, V.P. Stress Analysis of a System Consisting of Different Reinforced Shells of Revolution under Distributed and Local Loads. International Applied Mechanics 38, 345–350 (2002). https://doi.org/10.1023/A:1016090413409
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DOI: https://doi.org/10.1023/A:1016090413409