Problem 6.2. Potential energy of a beam with built-in ends

Consider a beam built-in at both ends subjected to uniformly distributed load, p = 8 kN/m. Deflection and moment functions of a beam are 

v=p24EI(x2L22x3L+x4)Mz=p12(L2+6xL6x2)

Functions are derived in Example 3.4.

Using the given functions determine the potential energy
of the beam. Length of the beam is L = 5 m, the bending stiffness is EI = 3.8 ×1012 Nmm2.

Solve Problem

Solve

Potential energy, π [kNm]=

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Steps

Step by step

Step 1. Determine strain energy of the beam.

Check strain energy

U=12LκzMzdx=12EILMz2dx=12EILp2122L2+6xL6x22dx==p22×122EIL4x+36L2x33+36x5512L3x22+12L2x3372Lx440L=p2L51440EI=36.55 kNm

Eq.(6-19)

 

 

Step 2. Determine the work done by the external load.
Check work

Eq.(6-26)

W=Lvpdx=pLp24EIx2L22x3L+x4dx=p224EIL2x332Lx44+x550L=   =p2L5720EI=73.10 kNm

Step 3. Give the potential energy.

Check potential energy

Eq.(6-25)

π=U+W=p2L51440EIp2L5720EI=p2L51440EI=36.55 kNm

Results

Worked out solution

The strain energy of the beam is

Eq.(6-19)
U=12LκzMzdx=12EILMz2dx=12EILp2122L2+6xL6x22dx==p22×122EIL4x+36L2x33+36x5512L3x22+12L2x3372Lx440L=p2L51440EI=36.55 kNm

The work done by the external load is

Eq.(6-26)

W=Lvpdx=pLp24EIx2L22x3L+x4dx=p224EIL2x332Lx44+x550L=   =p2L5720EI=73.10 kNm

The potential energy becomes

Eq.(6-25)

π=U+W=p2L51440EIp2L5720EI=p2L51440EI=36.55 kNm