Timoshenko Beams

Andreas Öchsner ()
Additional contact information
Andreas Öchsner: Esslingen University of Applied Sciences

Chapter Chapter 4 in Computational Statics and Dynamics, 2023, pp 227-295 from Springer

Abstract: Abstract This chapter starts with the analytical description of beam members under the additional influence of shear stresses. Based on the three basic equations of continuum mechanics, i.e., the kinematics relationship, the constitutive law and the equilibrium equation, the partial differential equations, which describe the physical problem, are derived. The weighted residual method is then used to derive the principal finite element equation for Timoshenko beam elements. In addition to linear interpolation functions, a general concept for arbitrary polynomials of interpolation functions is introduced.

Date: 2023
References: Add references at CitEc
Citations:

There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-3-031-09673-0_4

Ordering information: This item can be ordered from
http://www.springer.com/9783031096730

DOI: 10.1007/978-3-031-09673-0_4

Access Statistics for this chapter

More chapters in Springer Books from Springer
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().