1. **Stating the problem:** We want to derive the equation of motion for a Timoshenko cantilever beam using Newton-Euler principles.
2. **Background:** The Timoshenko beam theory accounts for both bending and shear deformations, unlike Euler-Bernoulli beam theory which neglects shear deformation.
3. **Key variables:**
- $w(x,t)$: transverse displacement
- $\theta(x,t)$: rotation of the cross-section
- $\rho$: density
- $A$: cross-sectional area
- $I$: second moment of area
- $k$: shear correction factor
- $G$: shear modulus
- $E$: Young's modulus
4. **Newton-Euler principles:**
- Apply Newton's second law for linear momentum: $$\rho A \frac{\partial^2 w}{\partial t^2} = \frac{\partial Q}{\partial x} + q(x,t)$$ where $Q$ is shear force and $q$ is distributed load.
- Apply Euler's equation for rotational motion: $$\rho I \frac{\partial^2 \theta}{\partial t^2} = \frac{\partial M}{\partial x} - Q$$ where $M$ is bending moment.
5. **Constitutive relations:**
- Shear force: $$Q = kGA \left(\theta - \frac{\partial w}{\partial x}\right)$$
- Bending moment: $$M = EI \frac{\partial \theta}{\partial x}$$
6. **Substitute $Q$ and $M$ into equations:**
- Linear momentum: $$\rho A \frac{\partial^2 w}{\partial t^2} = \frac{\partial}{\partial x} \left[kGA \left(\theta - \frac{\partial w}{\partial x}\right)\right] + q(x,t)$$
- Rotational motion: $$\rho I \frac{\partial^2 \theta}{\partial t^2} = \frac{\partial}{\partial x} \left(EI \frac{\partial \theta}{\partial x}\right) - kGA \left(\theta - \frac{\partial w}{\partial x}\right)$$
7. **Final coupled equations of motion for Timoshenko beam:**
$$\boxed{\begin{cases} \rho A \frac{\partial^2 w}{\partial t^2} = \frac{\partial}{\partial x} \left[kGA \left(\theta - \frac{\partial w}{\partial x}\right)\right] + q(x,t) \\ \rho I \frac{\partial^2 \theta}{\partial t^2} = \frac{\partial}{\partial x} \left(EI \frac{\partial \theta}{\partial x}\right) - kGA \left(\theta - \frac{\partial w}{\partial x}\right) \end{cases}}$$
These equations describe the dynamic behavior of a Timoshenko cantilever beam derived using Newton-Euler principles.
Timoshenko Equation 1Eaf46
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