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[NOTES/CM-08006] Axis Angle Parametrization of Rotation Matrix$\newcommand{\Prime}{{^\prime}}\newcommand{\U}[1]{\underline{\sf #1}}$ A closed form expression for rotation matrix is derived for rotations about an axis by a specified angle \(\theta\). \begin{equation} Also the components of the position vector a point transform a \begin{equation} {\vec{x}}\Prime=(\hat{n}\cdot{\vec{x}})\hat{n}+\cos\theta\big(\vec{x}-(\vec{x}\cdot\vec{n})\hat{n}\big)-\sin\theta (\hat{n}\times \vec{x})\end{equation}
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24-06-17 22:06:34 |
[NOTES/CM-08004] Equation of Motion in Non Inertial Frames$\newcommand{\U}[1]{\underline{\sf #1}}\newcommand{\pp}[2][]{\frac{\partial #1}{\partial #2}}\newcommand{\dd}[2][]{\frac{d#1}{d#2}} \newcommand{\Label}[1]{\label{#1}}$ We derive an expression for Lagrangian for motion of a charged particle in a rotating frame, It is shown that the equation of motion can be written as \begin{eqnarray} m\ddot{\vec{x}}=\vec{F_{e}}-2m\vec{\omega}\times{\dot{\vec{x}}}-m\vec{\omega} \times(\vec{\omega}\times\vec{x}) \end{eqnarray} where \(\vec {F}_e\) is the external force. As seen from the rotating frame, the particle moves as if it is under additional forces
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24-06-17 20:06:56 |
[NOTES/CM-08014] Active and Passive RotationsThe active and passive view of rotations are defined and relationship between them is described. $\newcommand{\Label}[1]{\label{#1}}$
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24-06-17 19:06:18 |
[NOTES/CM-08001] The Group of Special Orthogonal Matrices in \(N\) Dimensions$\newcommand{\Label}[1]{\label{#1}}\newcommand{\eqRef}[1]{\eqref{#1}}\newcommand{\U}[1]{\underline{\sf #1}}$ All orthogonal all \(N\times N\) orthogonal matrices form a group called \(O(N)\). The set of all orthogonal matrices with unit determinant form a subgroup \(SO(N)\) . The group of all proper rotations coincides with \(SO(3)\). |
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24-06-16 15:06:35 |
[NOTES/CM-09010] A Heavy Top ---- Special CasesA heavy top is a rigid body moving under influence of gravity with one of its points fixed. A brief description of four interesting cases of a heavy top is given. |
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24-06-15 13:06:30 |
[NOTES/CM-09011] General Displacement of a Rigid BodyTO BE FINALIZED |
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24-06-15 12:06:35 |
[NOTES/CM-09009] General comments on Motion of a Rigid Body$\newcommand{\dd}[2][]{\frac{d#1}{d#2}}$ We discuss some general questions about, choice of frames of reference, generalized coordinates and constants of motion.
TO BE FINALIZED |
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24-06-15 11:06:28 |
[NOTES/CM-09012] Why Two Sets, Body and Space Sets, of Axes?The Newton's laws hold in an inertial frame. However the equations of motion involve the moment of inertia tensor which in turn depends on the orientation of the body and varies with time. This make it solution to the motion of a rigid body problem impossible. This difficulty is absent in the body fixed axes, the moment of inertia tensor depends only on the the geometry of the problem. So whether we use space axes ,or the body axes, depends on the problem to be solved, we use axes which makes the solution of the problem simpler. |
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24-06-15 11:06:41 |
[NOTES/CM-10012] Continuous Symmetry TransformationIn the phase space formulation, the constant of motion \(G\) given by Noether's theorem, expressed in terms of coordinates and momenta generates the infinitesimal symmetry transformation. |
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24-06-15 05:06:11 |
[NOTES/CM-10011] Infinitesimal Canonical Transformation$\newcommand{\pp}[2][]{\frac{\partial#1}{\partial #2}}$ The definition of infnitesimal transformations is given. |
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24-06-15 05:06:01 |