Effect of the transverse load shape on the stress-strain state of the ice cover
Vestnik Tomskogo gosudarstvennogo universiteta. Matematika i mehanika, no. 83 (2023), pp. 102-110
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The aim of this work is to study the effect of the transverse static load shape on the stress-strain state of the ice cover. The construction of many hydraulic structures, offshore pipeline laying, and some types of track arrangements, in particular, blasting operations, are often associated with the use of the bearing capacity of the ice cover of rivers and reservoirs. Such works are being widely developed due to their significant productivity and economic efficiency in practice. Obviously, the use of ice cover requires special calculations to determine the safe load-carrying capacity for various loading conditions. In addition, river ice is often used for ferries and construction sites in various types of work. The available methods for determining the bearing capacity of the ice cover, based on theoretical developments and experimental studies in laboratory and field conditions, allow the use of the theory of elasticity under certain loading conditions. In these cases, the ice cover is considered as an isotropic elastic medium on the elastic foundation. Such an approach is approved by the reviewed experimental and theoretical studies as an expedient to study the effect of the transverse load shape on bending stresses in the ice cover. In the framework of the formulated problem, the effect of the load shape on the stress-strain state of the ice cover is assessed considering the impact of the aspect ratio of the sides of the transverse static uniformly distributed over the rectangle area loading, which is constant in the total value, on the behavior of an infinite isotropic elastic ice plate arranged on elastic Winkler-type foundations. The calculations are performed for the same loads distributed over the circle and square areas. As a result, the most appropriate load shapes are determined.
Keywords: ice cover, load shape, elastic deformations, stresses
Mots-clés : calculations.
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V. M. Kozin. Effect of the transverse load shape on the stress-strain state of the ice cover. Vestnik Tomskogo gosudarstvennogo universiteta. Matematika i mehanika, no. 83 (2023), pp. 102-110. http://geodesic.mathdoc.fr/item/VTGU_2023_83_a8/

[1] S. A. Bernshtein, Ledyanaya zheleznodorozhnaya pereprava, Ledyanye perepravy : XVIII sbornik otdela inzhenernykh issledovanii NKT NKPS, Transpechat, M., 1929, 42 pp.

[2] D. F. Panfilov, “Eksperimentalnye issledovaniya gruzopod'emnosti ledyanogo pokrova”, Izvestiya VNIIG imeni B.E. Vedeneeva, 6 (1960), 61–75

[3] D. F. Panfilov, “Priblizhennyi metod rascheta gruzopod'emnosti ledyanogo pokrova”, Izvestiya Vsesoyuznogo nauchno-issledovatelskogo instituta gidrotekhniki, 60 (1960), 221–224

[4] I. P. Butyagin, “Raschet nesuschei sposobnosti ledyanogo pokrova po ego prochnostnym kharakteristikam”, Trudy Novosibirskogo instituta inzhenerov vodnogo transporta, 143, Novosibirsk, 1979, 81–91

[5] I. S. Peschanskii, Ledovedenie i ledotekhnika, Gidrometeoizdat, L., 1967, 467 pp.

[6] A. E. Yakunin, I. P. Butyagin, “Raschety nesuschei sposobnosti ledyanogo pokrova”, Trudy Novosibirskogo instituta inzhenerov vodnogo transporta, 88 (1974), 66–81

[7] M. Y. Orlov, Y. N. Orlova, “Phenomenological Model and Numerical Method”, Combined Theoretical and Experimental Study of Ice Behavior Under Shock and Explosive Loads, SpringerBriefs in Applied Sciences and Technology, Springer, Cham, 2022 | DOI

[8] D. F. Panfilov, “Uslovie razrusheniya i prochnost ledyanogo pokrova pri izgibe narastayuschei poperechnoi nagruzkoi”, Trudy koordinatsionnykh soveschanii po gidrotekhnike, Energiya, L., 1973, 89–94

[9] P. P. Kobeko, N. I. Shishkin, F. I. Marei, N. S. Ivanova, “Prolom i gruzopod'emnost lda”, Zhurnal tekhnicheskoi fiziki, 16:3 (1946), 273–276

[10] S. S. Golushkevich, O nekotorykh zadachakh teorii izgiba ledyanogo pokrova, Voenizdat, L., 1947, 231 pp.

[11] G. R. Bregman, B. V. Proskuryakov, Ledyanye perepravy, Gidrometeoizdat, Sverdlovsk, 1943, 151 pp.

[12] V. M. Kozin, Rezonansnyi metod razrusheniya ledyanogo pokrova. Izobreteniya i eksperimenty, Akademiya estestvoznaniya, M., 2007, 355 pp.

[13] I. G. Petrov, “Vybor naibolee veroyatnykh znachenii mekhanicheskikh kharakteristik lda”, Trudy AANII, 331 (1976), 4–41