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Two-inertia rotational system transfer function and T-I analogy

Short answer

θ2(s)/T(s) = K / [s{ J1 J2 s^3 + (J1 D2 + J2 D1)s^2 + (K(J1+J2) + D1 D2)s + K(D1+D2) }]. In torque-current analogy, torque → current source, inertias → capacitances, friction → conductances, stiffness → inductance.

Obtain transfer function for the following system considering angular position of object second (θ2) as output. Also develop Torque-Current Analogous Circuit. [Figure: torque T(t) applied to inertia J1 (angle θ1(t)) which has viscous friction D1 to the fixed frame; J1 is connected through a shaft of torsional stiffness K to inertia J2 (angle θ2(t)), which has viscous friction D2 to the fixed frame]

Assumptions: zero initial conditions; D1D_1, D2D_2 are viscous friction coefficients to the fixed frame.

Equations (Laplace form)

Inertia J1J_1:

T(s)=(J1s2+D1s+K)θ1−Kθ2T(s) = (J_1s^2 + D_1s + K)\theta_1 - K\theta_2

Inertia J2J_2:

0=−Kθ1+(J2s2+D2s+K)θ20 = -K\theta_1 + (J_2s^2 + D_2s + K)\theta_2

Solving (Cramer's rule)

Δ=(J1s2+D1s+K)(J2s2+D2s+K)−K2\Delta = (J_1s^2 + D_1s + K)(J_2s^2 + D_2s + K) - K^2 θ2=K T(s)Δ\theta_2 = \frac{K\,T(s)}{\Delta}

Expanding Δ\Delta:

Δ=J1J2s4+(J1D2+J2D1)s3+[K(J1+J2)+D1D2]s2+K(D1+D2)s\Delta = J_1J_2s^4 + (J_1D_2 + J_2D_1)s^3 + \left[K(J_1+J_2) + D_1D_2\right]s^2 + K(D_1+D_2)s θ2(s)T(s)=Ks[J1J2s3+(J1D2+J2D1)s2+{K(J1+J2)+D1D2}s+K(D1+D2)]\frac{\theta_2(s)}{T(s)} = \frac{K}{s\left[J_1J_2s^3 + (J_1D_2 + J_2D_1)s^2 + \{K(J_1+J_2) + D_1D_2\}s + K(D_1+D_2)\right]}

The factor ss in the denominator shows that a constant torque makes the whole system rotate continuously (angle grows with time).

Torque–current (T-I) analogy

Torque → current source, inertia JJ → capacitance C=JC = J, viscous friction DD → conductance (R=1/DR = 1/D), stiffness KK → inductance L=1/KL = 1/K, angular velocity ω\omega → node voltage. Each inertia is a node.

      ω1                 ω2
  +----o----+---[L]---+----o
  |    |    |         |    |
 (T)   C1   R1        C2   R2
  |    |    |         |    |
  +----+----+---------+----+
          ground
 C1=J1, R1=1/D1, L=1/K, C2=J2, R2=1/D2

Node equations:

T=C1dω1dt+ω1R1+1L∫(ω1−ω2)dt0=C2dω2dt+ω2R2+1L∫(ω2−ω1)dt\begin{aligned} T &= C_1\frac{d\omega_1}{dt} + \frac{\omega_1}{R_1} + \frac{1}{L}\int(\omega_1 - \omega_2)dt \\ 0 &= C_2\frac{d\omega_2}{dt} + \frac{\omega_2}{R_2} + \frac{1}{L}\int(\omega_2 - \omega_1)dt \end{aligned}

which match the mechanical equations with ω=θ˙\omega = \dot\theta.

✓ Answer checked by Claude Opus 5.5 (high effort)

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