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Total potential energy

The bar chooses the displacement that makes the total potential energy smallest. The energy is the strain energy minus the work the loads can do. With the L2L^2 inner product (f,g)=∫0Lfg dx(f, g) = \int_0^L fg\,dx the expression is short.

Π(u)=12∫0LEA(u′)2dx−∫0LFx u dx−P u(L)\Pi(u) = \tfrac12\int_0^L EA(u')^2dx - \int_0^L F_x\,u\,dx - P\,u(L)total potential energy
Π(u)=12B(u,u)−F(u)\Pi(u) = \tfrac12 B(u, u) - F(u)short form

Symbols

Π\Pitotal potential energyJ
B(u,u)B(u, u)twice the strain energyJ
F(u)F(u)work of the loadsJ

Example

A spring with stiffness kk and force FF: Π(u)=12ku2−Fu\Pi(u) = \tfrac12 ku^2 - Fu. Minimum where Π′(u)=ku−F=0\Pi'(u) = ku - F = 0, so u=F/ku = F/k. The bar is the same idea with integrals.

You find the minimum of Π\Pi with the Gateaux derivative: δΠ(u,v)=0\delta\Pi(u, v) = 0 for all admissible vv.
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Part of Finite Element Method: Bar elements and stiffness matrices.