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The equation for the bending of a long cylindrical shell is derived taking into account the static and dynamic pressures affecting both its surfaces. Particular emphasis is laid on the role of boundary conditions and pressure, which is average between the static pressures that affect the surfaces. The wall thickness reduction is taken into account. The linear bending of a cylindrical panel with an arbitrary span angle is examined. The bending of a closed cylindrical shell is considered as a special case.
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M. A. Ilgamov (2023) studied this question.
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