Derive Euler–Bernoulli equation from Navier-Cauchy equations

In summary: Your Name]In summary, the Euler–Bernoulli equation can be derived from the Navier-Cauchy equations by making assumptions and simplifications, such as assuming small deformations and a homogeneous and isotropic beam. This simplified equation is used specifically for analyzing the bending of beams and other slender structures under a distributed load.
  • #1
jef445
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0
Hello

Is it possible to derive the Euler–Bernoulli equation:
[tex]\frac{d^2}{dx^2} \left(EI \frac{d^2w}{dx^2} \right) = q [/tex]
from Navier-Cauchy equations:
[tex]\left( \lambda + \mu \right)\nabla\left(\nabla \cdot \textbf{u} \right) + \mu \nabla^2\textbf{u} + \textbf{F} = 0[/tex]

I don't really know where to start because the Navier-Cauchy equations are 3 equations but the Euler–Bernoulli equation is just 1 equation.
 
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  • #2


Hello,

Thank you for your question. Yes, it is possible to derive the Euler–Bernoulli equation from the Navier-Cauchy equations. The Euler–Bernoulli equation is a simplified form of the Navier-Cauchy equations that is specifically used for analyzing the bending of beams or other slender structures.

To derive the Euler–Bernoulli equation, we will need to make some assumptions and simplifications to the Navier-Cauchy equations. The first assumption we will make is that the deformation of the beam is small, which allows us to use the linear strain-displacement relationship. This means that we can neglect higher order terms in the strain-displacement equation, and the strain can be approximated as the first derivative of the displacement.

Next, we will assume that the beam is homogeneous and isotropic, meaning that the material properties (such as Young's modulus and Poisson's ratio) are constant throughout the beam and do not vary with direction. This allows us to simplify the Navier-Cauchy equations to just one equation, which is the Euler–Bernoulli equation.

Additionally, we will assume that the beam is subjected to a distributed load, which can be represented by the term "q" in the Euler–Bernoulli equation. This load is applied to the beam in the direction of the beam's length, and we will assume that it is constant along the length of the beam.

With these assumptions and simplifications, we can derive the Euler–Bernoulli equation by taking the second derivative of the displacement equation and substituting it into the Navier-Cauchy equations. This will result in the simplified form of the Navier-Cauchy equations, which is the Euler–Bernoulli equation.

I hope this helps to answer your question. If you have any further questions, please don't hesitate to ask.
 

Related to Derive Euler–Bernoulli equation from Navier-Cauchy equations

What is the Euler-Bernoulli equation and how is it related to the Navier-Cauchy equations?

The Euler-Bernoulli equation is a mathematical equation that describes the relationship between the bending of a beam and the applied loads on that beam. It is derived from the Navier-Cauchy equations, which are a set of equations in fluid mechanics that describe the motion of a fluid. The Euler-Bernoulli equation is a simplified version of the Navier-Cauchy equations that applies specifically to beams.

What are the assumptions made in deriving the Euler-Bernoulli equation from the Navier-Cauchy equations?

The Euler-Bernoulli equation is derived by making several assumptions, including: the beam is in a state of static equilibrium, the material is homogeneous and isotropic, the beam is straight and has a constant cross-section, and the deformation of the beam is small compared to its length.

What are the variables and parameters involved in the Euler-Bernoulli equation?

The Euler-Bernoulli equation involves several variables, including the bending moment, the shear force, the deflection of the beam, and the applied loads. The parameters involved are the Young's modulus, the moment of inertia, and the length of the beam.

How is the Euler-Bernoulli equation used in engineering and physics?

The Euler-Bernoulli equation is used in engineering and physics to analyze the bending and deformation of beams under various loads. It is also used to determine the critical load at which a beam will fail. This equation is essential in designing and analyzing structures such as bridges, buildings, and other load-bearing structures.

What are the limitations of the Euler-Bernoulli equation?

The Euler-Bernoulli equation is a simplified model and has some limitations. It does not take into account the effects of shear deformation, which can be significant in some cases. It also assumes that the material is perfectly elastic, which may not be the case in real-world situations. Additionally, it only applies to beams with constant cross-sections and neglects any damping effects.

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