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Classical Mechanics

Classical Mechanics

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Physics

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Hard

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Karthika P P

Used 12+ times

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17 Slides • 1 Question

1

Classical Mechanics

Module 1

Basics

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2

 Fi=Fie  +j=1NFijF_i=F_i^e\ \ +\sum_{j=1}^NF_{ij}  

  • According to Newton's second law,  Fi=dPidt=midvidt=md2ridt2F_i=\frac{\text{d}P_i}{\text{d}t}=m_i\frac{\text{d}v_i}{\text{d}t}=m\frac{\text{d}^2r_i}{\text{d}t^2}  

  • Sum is taken over all the particles, equation (1) becomes,  d2dt2imiri=iFie + ijFij\frac{\text{d}^2}{\text{d}t^2}\sum_i^{ }m_ir_i=\sum_i^{ }F_i^e\ +\ \sum_i^{ }\sum_j^{ }F_{ij}  

3

According to Newton's third law, any two particles of the system exert equal and opposite forces on each other, 
 Fij +Fji=0F_{ij}\ +F_{ji}=0  

  • Second sum represents the internal forces in pairs, consequently sum vanishes. Thus, 

  •   Fe=d2dt2imiri\text{}F^e=\frac{\text{d}^2}{\text{d}t^2}\sum_i^{ }m_ir_i 

4

Centre of the mass R of the system is,

 R=ΣimiriMR=\frac{\Sigma_im_ir_i}{\text{M}}  

  • Then,       Fe=Md2Rdt2=MacmF^e=M\frac{\text{d}^2R}{\text{d}t^2}=Ma_{cm}  

  • Thus, acceleration of centre of mass is due to only the external forces.

5

Center of mass-frame of reference

  • Inertial frame attached with the centre of mass of an isolated system. 

  • C.M. remains at rest (v=0) and total linear momentum is always zero.

  • C-frame: zero-momentum frame.

6

Relation between rectangular (x,y) and polar coordinates

 (r,θ)\left(r,\theta\right)  

  •  x=rcosθx=r\cos\theta   y=rsinθy=r\sin\theta  

  •  r=x2+y2r=\sqrt{x^2+y^2}  

  •  θ=tan1(yx)\theta=\tan_{ }^{-1}\left(\frac{y}{x}\right)  

7

Relation between cylindrical and Cartesian coordinates,

  •  x=ρcosθx=\rho\cos\theta   y=ρsinθy=\rho\sin\theta   z=zz=z  

  •  ρ=x2+y2\rho=\sqrt{x^2+y^2}   θ=tan1 yx=sin1 yρ\theta=\tan^{-1}\ \frac{y}{x}=\sin^{-1}\ \frac{y}{\rho}  

8

Relation between Spherical and Cartesian coordinates,

  •  x=rsinθcosϕx=r\sin\theta\cos\phi   y=rsinθsinϕy=r\sin\theta\sin\phi   z=rcosθz=r\cos\theta  

  •  r=(x2+y2+z2)12r=\left(x^2+y^2+z^2\right)^{\frac{1}{2}}   θ=tan1 x2+y2z\theta=\tan_{ }^{-1}\ \frac{\sqrt{x^2+y^2}}{z}  

  •  ϕ=tan1 yx\phi=\tan^{-1}\ \frac{y}{x}  

9

General relationships for spherical and Cartesian coordinates is,

  •  r=r(r,θ,ϕ,t)r=r\left(r,\theta,\phi,t\right)  

  •  r=r(q1, q2,q3,t)r=r\left(q_{1,\ }q_{2,}q_3,t\right)  if coordinates are represented by  q1,q2,q3q_{1,}q_{2,}q_3   

10

Degrees of freedom

  • Minimum no: of independent variables or coordinates to specify the position of a dynamical system.

  • Example: Three coordinates are required to specify the motion of a particle moving freely in space.

  • For an N particle system: 3N degres of freedom.

11

Constraints

  • Limitations on the motion of a system.

  • Motion is called constrained motion.

12

Holonomic Constraint

  •  f(r1,r2,............,t)f\left(r_{1,}r_{2,............,}t\right)  

    Constraints are expressed in the form of equations.

  • Example: simple pendulum with rigid support.

  • Distance between position vectors  of i and j particles is,  rirj=Cij\left|r_i-r_j\right|=C_{ij}  

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13

Non-holonomic constraint

  • Corresponds to non-integrable differential equations of constraints.

  •  ra\left|r\right|\ge a  or  ra0r-a\ge0  

    Equation represents the motion of a particle placed on the surface of a sphere of radius a.

  • Example: Gas molecules in a container are constrained to move inside it.

14

Rheonomous Constraint

  • Constraint equation contain time as an explicit variable.

15

Sceleronomous

  • Constraints are not explicitly dependent on time.

16

Conservative

  • Total mechanical energy of a system is conserved during the constrained motion.

  • Constraint forces do not do any work.

17

Dissipative

  • Constraint forces do work & total mechanical energy is not conserved.

  • Time-dependent (rheonomic) constraints are generally dissipative.

18

Multiple Choice

Name the type of constraint involved in the motion of a body on an inclined plane under gravity.

1

Rheonomic

2

Sceleronomic

3

Dissipative

4

Holonomic

Classical Mechanics

Module 1

Basics

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