← 2017 Paper 2

UPSC 2017 Maths Optional Paper 2 Q6c — Step-by-Step Solution

20 marks · Section B

Lagrange's equations · Mechanics & Fluid Dynamics · asked 9× in 13 yrs · Read the full method →

Question

Two uniform rods AB,ACAB,AC, each of mass mm and length 2a2a, are smoothly hinged together at AA and move on a horizontal plane. At time tt, the mass centre of the rods is at the point (ξ,η)(\xi,\eta) referred to fixed perpendicular axes Ox,OyOx,Oy in the plane, and the rods make angles θ±ϕ\theta\pm\phi with OxOx. Prove that the kinetic energy of the system is

m[ξ˙2+η˙2+(13+sin2ϕ)a2θ˙2+(13+cos2ϕ)a2ϕ˙2].m\left[\dot\xi^2+\dot\eta^2+\left(\frac13+\sin^2\phi\right)a^2\dot\theta^2+\left(\frac13+\cos^2\phi\right)a^2\dot\phi^2\right].

Also derive Lagrange’s equations of motion for the system if an external force with components [X,Y][X,Y] along the axes acts at AA.

Technique

König decomposition (CM translation + spin) for each rod; express the hinge AA through the system CM via ()(\ast) using cos(θ±ϕ)\cos(\theta\pm\phi) sum formulas; Lagrangian mechanics with generalized forces Qq=FrA/qQ_q=\mathbf F\cdot\partial\mathbf r_A/\partial q.

Solution

Setup. Each rod has length 2a2a, so its own centre of mass is at distance aa from the hinge AA, and its moment of inertia about its own centre is I=m(2a)212=ma23I=\dfrac{m(2a)^2}{12}=\dfrac{ma^2}{3}. Let A=(xA,yA)A=(x_A,y_A).

Step 1 — Locate the system mass centre and the hinge

Equal masses, so the system centre of mass is the midpoint of G1,G2G_1,G_2:

(ξ,η)=12(G1+G2)=A+a2(cos(θ+ϕ)+cos(θϕ), sin(θ+ϕ)+sin(θϕ)).(\xi,\eta)=\tfrac12(G_1+G_2)=A+\tfrac{a}{2}\big(\cos(\theta+\phi)+\cos(\theta-\phi),\ \sin(\theta+\phi)+\sin(\theta-\phi)\big).

Using cos(θ±ϕ)\cos(\theta\pm\phi) sum formulas, cos(θ+ϕ)+cos(θϕ)=2cosθcosϕ\cos(\theta+\phi)+\cos(\theta-\phi)=2\cos\theta\cos\phi and similarly for sine:

ξ=xA+acosϕcosθ,η=yA+acosϕsinθ.\xi=x_A+a\cos\phi\cos\theta,\qquad \eta=y_A+a\cos\phi\sin\theta.

Hence the hinge is

xA=ξacosϕcosθ,yA=ηacosϕsinθ.()x_A=\xi-a\cos\phi\cos\theta,\qquad y_A=\eta-a\cos\phi\sin\theta. \tag{$\ast$}

Step 2 — Kinetic energy of each rod

By König’s theorem, each rod contributes 12mvGi2+12Iωi2\tfrac12 m\,v_{G_i}^2+\tfrac12 I\,\omega_i^2:

T=12mG˙12+12I(θ˙+ϕ˙)2+12mG˙22+12I(θ˙ϕ˙)2.T=\tfrac12 m\,|\dot{\mathbf G}_1|^2+\tfrac12 I(\dot\theta+\dot\phi)^2+\tfrac12 m\,|\dot{\mathbf G}_2|^2+\tfrac12 I(\dot\theta-\dot\phi)^2.

Differentiating G1,G2G_1,G_2 (with AA expressed through ()(\ast)) and substituting I=ma23I=\tfrac{ma^2}{3} and simplifying with the identities cos(θ+ϕ)+cos(θϕ)=2cosθcosϕ\cos(\theta+\phi)+\cos(\theta-\phi)=2\cos\theta\cos\phi, etc., all cross terms in θ˙ϕ˙\dot\theta\dot\phi, ξ˙θ˙,\dot\xi\dot\theta,\ldots cancel, leaving the clean diagonal form.

Step 3 — Result for the kinetic energy

  T=m[ξ˙2+η˙2+(13+sin2ϕ)a2θ˙2+(13+cos2ϕ)a2ϕ˙2].  \boxed{\;T=m\left[\dot\xi^2+\dot\eta^2+\Big(\tfrac13+\sin^2\phi\Big)a^2\dot\theta^2+\Big(\tfrac13+\cos^2\phi\Big)a^2\dot\phi^2\right].\;}

The structure is transparent: m(ξ˙2+η˙2)m(\dot\xi^2+\dot\eta^2) is the translation of the total mass 2m2m written as 12(2m)(ξ˙2+η˙2)\tfrac12(2m)(\dot\xi^2+\dot\eta^2); the sin2ϕ\sin^2\phi and cos2ϕ\cos^2\phi split comes from the two rods opening symmetrically about the line θ\theta — the θ\theta-motion swings them transversely (weight sin2ϕ\sin^2\phi) while the ϕ\phi-motion is the scissor opening (weight cos2ϕ\cos^2\phi); the 13\tfrac13 in each is the rod’s own spin inertia.

Step 4 — Generalized forces from [X,Y][X,Y] at AA

Generalized coordinates: (ξ,η,θ,ϕ)(\xi,\eta,\theta,\phi). The force (X,Y)(X,Y) acts at A=(xA,yA)A=(x_A,y_A), so the generalized force conjugate to a coordinate qq is Qq=XxAq+YyAqQ_q=X\dfrac{\partial x_A}{\partial q}+Y\dfrac{\partial y_A}{\partial q}. From ()(\ast):

Qξ=X,Qη=Y,Q_\xi=X,\qquad Q_\eta=Y, Qθ=acosϕ(XsinθYcosθ),Qϕ=asinϕ(Xcosθ+Ysinθ).Q_\theta=a\cos\phi\,(X\sin\theta-Y\cos\theta),\qquad Q_\phi=a\sin\phi\,(X\cos\theta+Y\sin\theta).

Step 5 — Lagrange’s equations ddtTq˙Tq=Qq\dfrac{d}{dt}\dfrac{\partial T}{\partial\dot q}-\dfrac{\partial T}{\partial q}=Q_q

2mξ¨=X,2mη¨=Y,\boxed{2m\,\ddot\xi=X,}\qquad\boxed{2m\,\ddot\eta=Y,} 2ma23[(1+3sin2ϕ)θ¨+3sin2ϕθ˙ϕ˙]=acosϕ(XsinθYcosθ),\boxed{\frac{2ma^2}{3}\Big[(1+3\sin^2\phi)\ddot\theta+3\sin2\phi\,\dot\theta\dot\phi\Big]=a\cos\phi\,(X\sin\theta-Y\cos\theta),}

Answer

2ma23[(1+3cos2ϕ)ϕ¨32sin2ϕ(θ˙2+ϕ˙2)]=asinϕ(Xcosθ+Ysinθ).\boxed{\frac{2ma^2}{3}\Big[(1+3\cos^2\phi)\ddot\phi-\tfrac32\sin2\phi\,(\dot\theta^2+\dot\phi^2)\Big]=a\sin\phi\,(X\cos\theta+Y\sin\theta).}
We post more of this — worked solutions, CSAT trap breakdowns, guide chapters — a few times a week on Telegram. Free, no sign-in. Join

This solution is part of the Maths Coverage Map — 13 years, mapped. Get the take-away PDF free.