MIT OpenCourseWare http://ocw.mit.edu 6.013/ESD.013J Electromagnetics and Applications, Fall 2005 Please use the following citation format: Markus Zahn, Erich Ippen, and David Staelin, 6.013/ESD.013J Electromagnetics and Applications, Fall 2005. (Massachusetts Institute of Technology: MIT OpenCourseWare). http://ocw.mit.edu (accessed MM DD, YYYY). License: Creative Commons AttributionNoncommercial-Share Alike. Note: Please use the actual date you accessed this material in your citation. For more information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms 6.013/ESD.013J — Electromagnetics and Applications Fall 2005 Problem Set 9 - Solutions Prof. Markus Zahn MIT OpenCourseWare Problem 9.1 A H=− B= I ı̂φ 2πr � 0I − µ2πr ı̂φ µI − 2πr ı̂φ in free space in fluid B L(h) = ln ab [µ0 (l − h) + µ(h + s)] 2π C � � ln ab I 2 1 2 dL(h) = [µ − µ0 ] fx = I 2 dh 4π D fx = fg � � I 2 ln ab (µ − µ0 ) =⇒ fx = ρm ghπ(b − a ), h = 4π 2 ρm g(b2 − a2 ) 2 2 Problem 9.2 A λ1 = L11 i1 + L12 i2 λ2 = L21 i1 + L22 i2 (L21 = L12 ) The CO-ENERGY: 1 1 L11 i21 + L21 i1 i2 + L22 i22 2 2 1 1 = [L0 + M cos 2θ]i21 + M sin 2θi1 i2 + [L0 − M cos 2θ]i22 2 2 � Wm (i1 , i2 , θ) = so that the torque of electrical origin is T e = M [sin 2θ(i22 − i21 ) + 2 cos 2θi1 i2 ] 1 Problem Set 9 6.013, Fall 2005 B i22 − i21 = I 2 [sin2 ωs t − cos2 ωs t] = −I 2 cos 2ωs t i1 i2 = I 2 sin ωs t cos ωs t = 1 2 I sin 2ωs t 2 Therefore, T e = M I 2 [− sin 2θ cos 2ωs t + sin 2ωs t cos 2θ] = M I 2 sin(2ωs t − 2θ). Substitution of θ = ωm t + γ obtains T e = −M I 2 sin[2(ωm − ωs )t + 2γ]. For constant torque ωm = ωs : e = −M I 2 sin 2γ Tconstant C To determine the equilibrium angle γ0 we write the equation of motion in the steady state Jθ¨ = T0 − M I 2 sin 2γ0 = 0 1 T0 = M I sin 2γ0 −−−−−−−−−−−−→ γ0 = sin−1 Equilibrium Condition 2 2 � T0 M I2 � Equilibrium possible as long as M I 2 > T0 . Now, for the perturbation equation Jθ¨ = T0 + T � − M I 2 sin(2γ) J d2 (ωm t + γ0 + γ � ) = T0 + T � − M I 2 sin(2γ0 + 2γ � ) dt2 d2 � γ = T � − (2M I 2 cos 2γ0 )γ � . dt2 The constant terms cancel by the equilibrium condition. J D With T � (t) = I0 u0 (t), dγ � + I0 (0 ) = dt J γ � (0+ ) = 0 I0 � γ (t) = J � 2M I 2 cos 2γ0 J sin �� 2M I 2 cos 2γ0 t J � 2 Problem Set 9 6.013, Fall 2005 E The equilibrium condition is given by T0 = M I 2 sin 2γ0 =⇒ γ0 = 1 sin−1 2 � T0 M I2 � Graphically, we see there are two possible values of γ0 at most. From part D, perturbation motions are stable if cos 2γ0 > 0, as γ � (t) oscillates with a finite amplitude, and unstable if cos 2γ0 < 0, as then the oscillation frequency is imaginary and γ � (t) grows to infinite amplitude. MI 2 sin2γ0 T0 (s) (u) π 2 π γ0 Figure 1: Plot of M I 2 sin 2γ0 versus γ0 showing stable (s) and unstable (u) operating points when a me­ chanical torque T0 is applied. (Image by MIT OpenCourseWare.) The equilibrium labeled (s) is stable as the resulting torque restores the system to equilibrium with cos 2γ0 > 0. The point labeled (u) is unstable, as cos 2γ0 is negative. Problem 9.3 A When θ = 0, there is no overlap =⇒ A = 0. When θ = π/2, there is complete overlap =⇒ A = πR2 /2 and changes linearly: A(θ) = θR2 . There are 2N − 1 pairs. C = (2N − 1)θR2 ε0 g Q = C(θ)V 2 B 1 C(θ)V 2 2 � ∂We� �� (2N − 1)R2 ε0 V 2 Te = = � ∂θ V 2g We� = 3 Problem Set 9 6.013, Fall 2005 C J d2 θ dθ 1 V 2 (2N − 1)R2 ε0 = −Kθ − B + dt2 dt 2 g V02 (2N − 1)R2 ε0 θ= 2gK Problem 9.4 A Ampere’s Law → N i = dHd + xHx Gauss’ Law → µ0 wbHd = µ0 waHx Ni � =⇒ Hx = � x + da b B N 2 µ0 aw � λ = N µ0 awHx =⇒ L = � x + da b Wm � � 1 λ2 1 λ2 da b +x = = 2 L 2 N 2 µ0 aw C � 1 λ2 ∂Wm �� = − f =− ∂x �λ 2 N 2 µ0 aw e D � � V λ 1 dλ λ da b +x I(t) = + = + R L R dt N 2 µ0 aw E M d2 x 1 λ2 = Mg − 2 2 dt 2 N µ0 aw 4