MECHANICS
Unknown
Submitted 1964-01-01 | RussiaRxiv: ru-196401.68559 | Translated from Russian

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MECHANICS

E. I. Kharlamova

A NEW SOLUTION OF THE PROBLEM OF THE MOTION IN A NEWTONIAN FORCE FIELD OF A BODY HAVING CAVITIES FILLED WITH FLUID

(Presented by Academician P. Ya. Kochina on 9 III 1964)

Assuming that the body with cavities filled with fluid has a fixed point, we write the equations of its motion in the notation of work \([1]\)*

\[ A_1\frac{d\omega_1}{dt} = (A_2-A_3)(\omega_2\omega_3-\varepsilon\gamma_2\gamma_3) +\lambda_2\omega_3-\lambda_3\omega_2 +e_2\gamma_3-e_3\gamma_2, \tag{1} \]

\[ \frac{d\gamma_1}{dt}=\omega_3\gamma_2-\omega_2\gamma_3 \qquad (1\ 2\ 3). \]

The known integrals are

\[ \gamma_1^2+\gamma_2^2+\gamma_3^2=\Gamma^2, \tag{2} \]

\[ (A_1\omega_1+\lambda_1)\gamma_1 +(A_2\omega_2+\lambda_2)\gamma_2 +(A_3\omega_3+\lambda_3)\gamma_3=m, \tag{3} \]

\[ A_1\omega_1^2+A_2\omega_2^2+A_3\omega_3^2 +\varepsilon(A_1\gamma_1^2+A_2\gamma_2^2+A_3\gamma_3^2) - \]

\[ {}-2(e_1\gamma_1+e_2\gamma_2+e_3\gamma_3)=2h. \tag{4} \]

Under the conditions

\[ A_1=A_2+A_3^{**},\qquad e_1=0,\qquad \lambda_1=0, \]

\[ (A_2^2\lambda_2^2+A_3^2\lambda_3^2)\varepsilon = A_2^2e_2^2+A_3^2e_3^2 \]

the equations (1) have a solution in which

\[ \gamma_1= \frac{(A_2+A_3)(A_2^2\lambda_2^2+A_3^2\lambda_3^2)} {(A_2-A_3)(A_2^2e_2\lambda_2-A_3^2e_3\lambda_3)} (\omega_1-s), \tag{5} \]

\[ \gamma_2= (A_2^2e_2^2+A_3^2e_3^2)^{-1} \left\{ A_2A_3(e_3\lambda_2+e_2\lambda_3) \left(\omega_3-\frac{\lambda_3}{A_2}\right) +\right. \]

\[ \left. +(A_2^2e_2\lambda_2-A_3^2e_3\lambda_3) \left(\omega_2-\frac{\lambda_2}{A_3}\right) \right\}, \tag{6} \]

\[ \gamma_3= (A_3^2e_3^2+A_2^2e_2^2)^{-1} \left\{ A_3A_2(e_2\lambda_3+e_3\lambda_2) \left(\omega_2-\frac{\lambda_2}{A_3}\right) +\right. \]

\[ \left. +(A_3^2e_3\lambda_3-A_2^2e_2\lambda_2) \left(\omega_3-\frac{\lambda_3}{A_2}\right) \right\}. \]

* The quantities \(\mu_i, R_i\) of work \([1]\) are denoted here by \(e_i, \gamma_i\), respectively, and the notation of the constant integral (2) has been changed.

** In article \([2]\) an example is given showing that this condition can be realized in a body with cavities filled with fluid.

Substituting (5), (6)′ into the integrals (2), (3), we determine \(\omega_2,\omega_3\) as functions of \(\omega_1\):

\[ \left(\omega_2-\frac{\lambda_2}{A_3}\right)^2+ \left(\omega_3-\frac{\lambda_3}{A_2}\right)^2 = \]

\[ = (A_2^2 e_2^2 + A_3^2 e_3^2) \left\{ \frac{\Gamma^2}{A_2^2\lambda_2^2 + A_3^2\lambda_3^2} - \frac{(A_2+A_3)^2(A_2^2\lambda_2^2 + A_3^2\lambda_3^2)} {(A_2-A_3)^2(A_2^2 e_2\lambda_2 - A_3^2 e_3\lambda_3)} (\omega_1-s)^2 \right\}, \]

\[ (A_2^2 e_2\lambda_2 - A_3^2 e_3\lambda_3) \left[ A_2\left(\omega_2-\frac{\lambda_2}{A_3}\right)^2 - A_3\left(\omega_3-\frac{\lambda_3}{A_2}\right)^2 \right] + \tag{7} \]

\[ + A_2A_3(A_2+A_3)(e_3\lambda_2+e_2\lambda_3) \left(\omega_2-\frac{\lambda_2}{A_3}\right) \left(\omega_3-\frac{\lambda_3}{A_2}\right) + \]

\[ + (A_2+A_3)(A_2^2\lambda_2^2 + A_3^2\lambda_3^2) \left[ \left(\omega_2-\frac{\lambda_2}{A_3}\right)\frac{e_2}{A_3} + \left(\omega_3-\frac{\lambda_3}{A_2}\right)\frac{e_3}{A_2} \right] = \]

\[ = (A_2^2 e_2^2 + A_3^2 e_3^2) \left\{ m - \frac{(A_2+A_3)^2(A_2^2\lambda_2^2 + A_3^2\lambda_3^2)} {(A_2-A_3)(A_2^2 e_2\lambda_2 - A_3^2 e_3\lambda_3)} \omega_1(\omega_1-s) \right\}. \]

Thus, from (6), \(\gamma_2,\gamma_3\) are determined as functions of \(\omega_1\), after which the first equation (1) determines, by quadrature, the dependence of \(\omega_1\) on \(t\).

The integral (4) in the indicated solution is dependent; it can be composed from the integrals (5), (6), (7). The constants \(h,m,\Gamma,s\) are connected by the relation

\[ (A_2+A_3)(A_2^2\lambda_2^2 + A_3^2\lambda_3^2)^2 \left[ \frac{A_2\lambda_2^2}{A_3^2} + \frac{A_3\lambda_3^2}{A_2^2} + (A_2+A_3)s^2 - 2h \right] + \]

\[ + 2(A_2-A_3)(A_2^2e_2\lambda_2 - A_3^2e_3\lambda_3) (A_2^2\lambda_2^2 + A_3^2\lambda_3^2)m + \]

\[ + \left[ 4(A_2^2e_2\lambda_2 - A_3^2e_3\lambda_3)^2 + A_2A_3(A_2+A_3)(e_3\lambda_2+e_2\lambda_3)^2 \right]A_2A_3\Gamma^2 = 0. \]

The indicated solution contains 10 independent parameters:

\[ A_2,\ A_3,\ \frac{e_2}{e_3},\ \lambda_2,\ \lambda_3,\ \Gamma,\ s,\ m,\ \omega_1^0,\ \psi_0. \]

Novosibirsk
State University

Received
5 III 1964

REFERENCES CITED

  1. P. V. Kharlamov, Journal of Applied Mechanics and Technical Physics, No. 4, 17 (1963).
  2. E. I. Kharlamova, Doklady AN SSSR, 125, No. 5, 996 (1959).

Submission history

MECHANICS