2005
DOI: 10.1007/s10778-005-0109-1
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Vibrations of Curved and Twisted Blades During Complex Rotation

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Cited by 8 publications
(12 citation statements)
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“…A technique for elastic strain analysis of thin rotating shells without possible rotations through angles α and β at the elastic supports was discussed in [1,2,[6][7][8][9][10][11][12]. It is based on the general equations of motion of shells in a curvilinear orthogonal coordinate frame ox 1 x 2 x 3 with the basis vectors r e α on its mid-surface:…”
Section: Critical States Of An Elastic Cylindrical Shellmentioning
confidence: 99%
“…A technique for elastic strain analysis of thin rotating shells without possible rotations through angles α and β at the elastic supports was discussed in [1,2,[6][7][8][9][10][11][12]. It is based on the general equations of motion of shells in a curvilinear orthogonal coordinate frame ox 1 x 2 x 3 with the basis vectors r e α on its mid-surface:…”
Section: Critical States Of An Elastic Cylindrical Shellmentioning
confidence: 99%
“…A more rigorous test is to check the stability of a beam subjected at the ends to a constant torque M z and a constant longitudinal force T at ω = 0since Eqs. (13) are coupled in this case. With such a combination of loads, the critical torque M z cr is defined by formula (18).…”
mentioning
confidence: 94%
“…With large intervals of integration, the system of equations (12) becomes numerically stiff, adversely affecting the convergence of numerical integration methods. Here we will use the method of initial parameters in combination with the Runge-Kutta method and Godunov's orthogonalization [11][12][13][14]. Now, we will consider an algorithm to solve the system of equations (12).…”
mentioning
confidence: 99%
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