5.5. Properties of the Lagrangian approach to classical mechanics#
5.5.1. Kinetic energy \(K\) and potential function \(U\)#
Kinetic energy of each component is a symmetric function of the velocity of its reference point \(P\) and its angular velocity \(\vec{\omega}\), as shown as an example by the expression of the kinetic energy of a rigid body,
as the tensor of inertia \(\mathbb{I}_P\) is symmetric, i.e. \(\vec{a} \cdot \mathbb{I}_P \cdot \vec{b} = \vec{b} \cdot \mathbb{I}_P \cdot \vec{a}\), \(\forall \vec{a}, \vec{b}\).
todo Treat continuous deformable systems.
Kinetic energy of a system, with no explicit dependence of time of the degrees of freedom is a symmetric positive definite quadratic function.
with \(M_{ik} = M_{ki}\), and \(K \ge 0\).
Kinetic energy symmetric quadratic form of generalized coordinates.
If degrees of freedom of the system can be written as functions of the generalized coordinates \(q^k(t)\), with no explicit dependence on time \(t\),
velocities and angular velocities becomes
The kinetic energy of the system is the sum of the kinetic energy of its parts and thus
with the coefficients \(M_{ik}(q^l(t))\) symmetric w.r.t. a swap of the indices \(i\), \(k\) by definition.
Potential function is a function of generalized coordinates only, \(U(\mathbf{q})\).
5.5.2. Lagrange equations#
Lagrangian function is
5.5.2.1. Lagrange equations of the II kind#
Lagrange equations of the II kind read
Equilibrium conditions correspond to steady solutions of the equations of motion,
Linearized system around a (stable) equilibrium follows from the approximation
and neglecting higher-order contributions in \(\mathbf{q}'\),
Matrices are symmetric. Mass matrix is symmetric by construction, as already proved. Stiffness matrix is symmetric as well, due to Schwarz’s theorem, as its the Hessian of a scalar function, \(\left[ \nabla \nabla U \right]_{ij} = \partial_{ij} U\)
Matrices are (semi)-definite positive. Mass matrix is definite positive by definition, \(\mathbf{M} > 0\), as already proved above as the kinetic energy is a non-negative scalar physical quantity. Stiffness matrix is definite positive if the equilibrium \(\overline{\mathbf{q}}\) is stable: \(\nabla \nabla U(\overline{\mathbf{q}}) < 0\) implies \(\mathbf{K} > 0\).
Spectrum of a stable system. todo add a link to structure mechanics in continuum mechanics, and modal approach
5.5.2.2. Lagrange equations of the I kind#
Recasting the expression of the dynamical equations of an “uncostrained” system (or with some constraints treated implicitly with Lagrange equations of II kind),
and then adding constraints - at least holonomic or semi-linear non-holonomic constraints - and the costraint reactions, the system becomes
with either \(\mathbf{g}(\mathbf{q}) = \mathbf{0}\) for holonomic time-independent constraints, or \(\mathbf{g}(\mathbf{q}, \dot{\mathbf{q}}) = \mathbf{a}(\mathbf{q}) \dot{\mathbf{q}} = \mathbf{0}\) for semi-linear non-holonomic time-independent constraints, with the forcing term \(\mathbf{f}\) containing the non-conservative forces \(\mathbf{Q}\) (or at least contributions not included in the potential \(U(\mathbf{q})\)), the conservative forces \(\nabla_{\mathbf{q}} U(\mathbf{q})\), and the (quadratic! Important for neglecting them in linearization) contributions from time derivative of kinetic energy,
Linearized equations become