Elasticity/Sample final 5

From testwiki
Revision as of 02:38, 5 October 2021 by imported>Dave Braunschweig (Dave Braunschweig moved page Introduction to Elasticity/Sample final 5 to Elasticity/Sample final 5: Rename)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search

Sample Final Exam Problem 5

Assuming that plane sections remain plane, it can be shown that the potential energy functional for a beam in bending is expressible as

Π[y(x)]=120LEI(y')20Lpydx+M0y'(0)V0y(0)MLy'(L)+VLy(L)

where x is the position along the length of the beam and y(x) is the beam's deflection curve.

File:Beam bending final.png
Beam bending problem
  • (a) Find the Euler equation for the beam using the principle of minimum potential energy.
  • (b) Find the associated boundary conditions at x=0 and x=L.

Solution:

Taking the first variation of the functional Π, we have

δΠ=0LEIy'δy'dx0Lpδydx+M0δy'(0)V0δy(0)MLδy'(L)+VLδy(L)

Integrating the first terms of the above expression by parts, we have,

δΠ=(EIy'δy')|0L0L(EIy')'δy'dx0Lpδydx+M0δy'(0)V0δy(0)MLδy'(L)+VLδy(L)

Integrating by parts again,

δΠ=(EIy'δy')|0L(EIy')'δy|0L+0L(EIy')'δydx0Lpδydx+M0δy'(0)V0δy(0)MLδy'(L)+VLδy(L)

Expanding out,

δΠ=EIy'(L)δy'(L)EIy'(0)δy'(0)(EIy')'(L)δy(L)+(EIy')'(0)δy(0)+0L(EIy')'δydx0Lpδydx+M0δy'(0)V0δy(0)MLδy'(L)+VLδy(L)

Rearranging,

δΠ=0L[(EIy')'p]δydx+[M0EIy'(0)]δy'(0)+[EIy'(L)ML]δy'(L)+[(EIy')'(0)V0]δy(0)+[VL(EIy')'(L)]δy(L)

Using the principle of minimum potential energy, for the functional Π to have a minimum, we must have δΠ=0. Therefore, we have

0=0L[(EIy')'p]δydx+[M0EIy'(0)]δy'(0)+[EIy'(L)ML]δy'(L)+[(EIy')'(0)V0]δy(0)+[VL(EIy')'(L)]δy(L)

Since δy and δy' are arbitrary, the Euler equation for this problem is

(EIy')'p=0

and the associated boundary conditions are

atx=0;EIy'M0=0and(EIy')'V0=0

and

atx=L;EIy'ML=0and(EIy')'VL=0

Template:Subpage navbar