For linear problems, various methods exist to estimatethe quality of the finite element solution. They generally lead to estimate a norm ofthe global error. But the choice of a global precision founded on a norm of the displacement isoften complex because there is no quantitative direct link with an error on localmechanical quantities (called quantities of interest) having an interest for the engineer. Theobjective of this work is to develop and implement in Code_Aster a method of errorestimation in quantity of interest for the industrial structural analysis.