9.2 Newton's Second Law for Particles and Rigid Bodies
Key Takeaways
- Newton's second law for a particle is the vector sum of forces equals mass times acceleration, applied component by component.
- For planar rigid-body motion the three equations are sum of Fx = m a_x, sum of Fy = m a_y, and sum of moments about the mass center = I times angular acceleration.
- Taking moments about the mass center avoids the extra transfer terms that appear when moments are taken about an arbitrary point.
- In US Customary work with mass in lbm, Newton's second law requires division by g_c = 32.174 lbm-ft/(lbf-s^2).
- A normal force is not automatically equal to the weight: on an incline, in an elevator, or on a curve it must be found from equilibrium normal to the motion.
9.2 Newton's Second Law for Particles and Rigid Bodies
Core Dynamic Governing Principles: Kinetics relates the forces and moments acting on a physical system to the resulting translational and rotational accelerations. The three foundational methods for solving dynamic FE exam problems are Newton's Second Law ($F = ma$), Work-Energy ($T_1 + U_{1-2} = T_2$), and Impulse-Momentum ($m v_1 + \int F dt = m v_2$).
Newton's Second Law for Particles and Planar Rigid Bodies
Newton's Second Law states that the resultant force acting on a particle equals the time rate of change of its linear momentum: $\mathbf{F} = m \mathbf{a}$.
Planar Rigid Body Equations of Motion
For a rigid body of mass $m$ undergoing planar kinetic motion with center of mass $G$ and mass moment of inertia $I_G$:
If moments are summed about an arbitrary point $P$ other than the mass center $G$, the moment equation becomes:
If point $O$ is a fixed axis of rotation, the rotational equation simplifies to:
where $I_O = I_G + m d^2$ by the mass parallel axis theorem.
Mass Moment of Inertia Formulas
Mass moment of inertia $I = \int r^2 dm$ measures rotational resistance:
- Slender Rod (length $L$, mass $m$, about center $G$): $I_G = \frac{1}{12} m L^2$; about end $O$: $I_O = \frac{1}{3} m L^2$.
- Thin Circular Disk / Solid Cylinder (radius $R$, mass $m$): $I_G = \frac{1}{2} m R^2$.
- Thin Hoop / Ring (radius $R$, mass $m$): $I_G = m R^2$.
- Sphere (radius $R$, mass $m$): $I_G = \frac{2}{5} m R^2$.
Worked Engineering Problems
Problem 1: Work-Energy Analysis for Rolling Cylinder and Spring Compression
Scenario: A uniform solid cylinder of mass $m = 10.0\text{ kg}$ and radius $R = 0.20\text{ m}$ ($I_G = \frac{1}{2} m R^2$) is released from rest at the top of an incline angled at $\theta = 30^\circ$ to the horizontal. The cylinder rolls down the incline without slipping for a distance $s = 4.0\text{ m}$ before contacting an uncompressed linear spring of stiffness $k = 800\text{ N/m}$. Determine the speed $v_G$ of the cylinder center just before impacting the spring and the maximum compression $\delta$ of the spring when the cylinder temporarily comes to rest.
Solution:
-
State Work-Energy for pure rolling down distance $s = 4.0\text{ m}$: Initial energy $T_1 = 0$. Potential energy drop $\Delta V_g = m g s \sin 30^\circ = (10.0)(9.81)(4.0)(0.5) = 196.2\text{ J}$. Kinetic energy $T_2$ during pure rolling ($v_G = \omega R$):
-
Solve for velocity $v_G$ at spring contact:
-
Work-Energy from initial rest position to maximum spring compression $\delta$: Total vertical drop $h_{\text{total}} = (s + \delta) \sin 30^\circ = (4.0 + \delta)(0.5)$. Using quadratic formula:
Problem 2: Direct Central Impact and Kinetic Energy Loss Calculation
Scenario: Sphere $A$ ($m_A = 3.0\text{ kg}$) travelling right at $v_{A1} = 8.0\text{ m/s}$ collides head-on with sphere $B$ ($m_B = 5.0\text{ kg}$) travelling left at $v_{B1} = -2.0\text{ m/s}$. The coefficient of restitution is $e = 0.75$. Determine post-impact velocities $v_{A2}$ and $v_{B2}$, and compute total kinetic energy lost during collision $\Delta T$.
Solution:
-
Apply Conservation of Linear Momentum:
-
Apply Coefficient of Restitution Equation:
-
Substitute $v_{B2}$ into momentum equation:
-
Calculate Kinetic Energy Loss $\Delta T$: Over 41.0 J of mechanical energy is dissipated as deformation heat and sound.
A uniform slender rod of length L = 2.0 m and mass m = 6.0 kg is pinned smoothly at its top end O. The mass moment of inertia about pin O is I_O = (1/3) * m * L^2 = 8.0 kg·m^2. The rod is released from rest in the horizontal position. What is its initial angular acceleration alpha immediately after release?