Calculator  Home  Frequently Asked Questions  Search This Site  Guestbook  Feedback   

SAM-Consult
Machteld van 
Meterenlaan 30
2628 LR  Delft
The Netherlands
Tel: +31-15-2616939
Fax: +31-15-2569303
Email:
info@samconsult.biz
Map of Delft
 
Home
Up
Introduction
Kinematics
Consitutive Equation
Force Resultants
Force Equilibrium
Symbols
Sign Convention

 

Beams: Kinematics

Kinematics
Kinematics describe how the beam's deflections are tracked. We've already mentioned the out-of-plane displacement w, the distance the beam's neutral plane moves from its resting (unloaded) position. Out-of-plane displacement is usually accompanied by a rotation of the beam's neutral plane, defined as q, and by a rotation of the beam's cross section, c,

What we really need to know is the displacement in the x-direction across a beam cross section, u(x,y), from which we can find the direct strain e(x,y) by the equation,

To do so requires that we make a few assumptions on just how a beam cross section rotates. For the Euler beam, the assumptions were given by Kirchoff and dictate how the "normals" behave (normals are lines perpendicular to the beam's neutral plane and are thus embedded in the beam's cross sections).

Kirchhoff Assumptions
 1. Normals remain straight (they do not bend)
 2. Normals remain unstretched (they keep the same length)
 3. Normals remain normal (they always make a right angle to the neutral plane)
With the normals straight and unstretched, we can safely assume that there is neglible strain in the y direction. Along with normals remaining normal to the neutral plane, we can make the x and y dependance in u(x,y) explicit via a simple geometric expression,

With explicit x dependance in u, we can find the direct strain throughout the beam,

Finally, again with normals always normal, we can tie the cross section rotation c to the neutral plane rotation q, and eventually to the beam's displacement w,

 

 

Copyright © efunda.com
 

 

Back Home Up Next


Send mail to webmaster@samconsult.biz with questions or comments about this web site.
Copyright © 2002-2009 SAM-Consult
Last modified: January 15, 2009

Free counter and web stats