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The weak form for the bar

The weak form says the energy does not change in any admissible direction. You get it either from δΠ(u,v)=0\delta\Pi(u, v) = 0, or by multiplying the strong form by a test function vv and integrating by parts. The force condition at the end then appears by itself.

B(u,v)=F(v)for all v, v(0)=0B(u, v) = F(v)\quad \text{for all } v,\ v(0) = 0weak form
B(u,v)=∫0LEA u′v′ dxB(u, v) = \int_0^L EA\,u'v'\,dxbilinear form
F(v)=∫0LFx v dx+P v(L)F(v) = \int_0^L F_x\,v\,dx + P\,v(L)linear form

Symbols

BBsymmetric, bilinear
FFlinear (the loads)
vvtest function

Example

Integration by parts: ∫0L−(EAu′)′v dx=∫0LEAu′v′ dx−[EAu′v]0L\int_0^L -(EAu')'v\,dx = \int_0^L EAu'v'\,dx - [EAu'v]_0^L. With v(0)=0v(0) = 0 and EAu′(L)=PEAu'(L) = P the boundary term becomes P v(L)P\,v(L).

The weak form only needs first derivatives – that is why piecewise linear functions are enough.
Practise weak form and shape functions for free →

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Part of Finite Element Method: Weak form and shape functions.