Finite Element Model of Euler-Bernoulli Beam Theory

Click For Summary
SUMMARY

The discussion focuses on the finite element model of Euler-Bernoulli Beam Theory, specifically utilizing cubic polynomials for interpolation of displacement (w) and its derivative (dw/dx) with a two-noded subparametric element. The user seeks references for implementing isoparametric elements in this context. Ansys provides comprehensive documentation on beam element formulations, which can be a valuable resource for understanding these models in finite element analysis (FEA).

PREREQUISITES
  • Understanding of Euler-Bernoulli Beam Theory
  • Familiarity with finite element analysis (FEA) concepts
  • Knowledge of interpolation methods in numerical analysis
  • Experience with Ansys software and its documentation
NEXT STEPS
  • Research isoparametric elements in finite element modeling
  • Study the implementation of beam element formulations in Ansys
  • Explore cubic polynomial interpolation techniques in FEA
  • Review Chapter 5 of the referenced book for detailed methodologies
USEFUL FOR

Engineers, researchers, and students involved in structural analysis, particularly those working with finite element modeling and seeking to deepen their understanding of beam theory applications in software like Ansys.

Ali Baig
Messages
12
Reaction score
0
In the formulation of Euler-Bernoulli Beam Theory, there are two degrees of freedom at a point, w and dw/dx. Typically, the finite element model of this theory uses cubic polynomial for interpolation of $w$ using a two noded element as given in Chapter 5 of this book [1]. This element is a subparametric because the geometry is represented by low-order elements than those used to approximate the dependent variable. I need a reference where I can find the FE model for this problem using isoparametric elements. [1]: https://www.amazon.com/dp/0072466855/?tag=pfamazon01-20
 
Engineering news on Phys.org
Have you researched any of the beam element formulations for specific FEA packages? Ansys's element documentation is fairly robust for example, you can read more about them here: Sharcnet.ca: ANSYS Beam and Link Elements
 

Similar threads

  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 7 ·
Replies
7
Views
4K
Replies
3
Views
3K
  • · Replies 5 ·
Replies
5
Views
5K
  • · Replies 6 ·
Replies
6
Views
4K
  • · Replies 9 ·
Replies
9
Views
8K
  • · Replies 3 ·
Replies
3
Views
5K
  • Poll Poll
  • · Replies 5 ·
Replies
5
Views
8K
  • · Replies 13 ·
Replies
13
Views
4K
  • Poll Poll
  • · Replies 2 ·
Replies
2
Views
9K