Method for operating a component that is cyclically loaded during operation
AssigneeSiemens Aktiengesellschaft
InventorsHanno Gottschalk, Mohamed Saadi, Sebastian Schmitz
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Abstract
A method for operating a component of predetermined geometry Ω that is cyclically loaded during operation, wherein a probability of failure P is determined for the component taking account of distributions of failure times, which are caused by deviations in material properties, the component is operated depending on the determined probability of failure P, wherein at least one maintenance time is set for the component, in particular depending on the determined probability of failure P.
Claims8
A method for operating a component of predetermined geometry Ω that is cyclically loaded during operation, comprising:
- determining a probability of failure P for the component taking account of distributions of failure times, which are caused by deviations in material properties,
- operating the component depending on the determined probability of failure P, wherein at least one maintenance time is set for the component, depending on the determined probability of failure P,
- wherein the probability of failure P is determined taking additional account of distributions of failure times, which are caused by deviations of the component form from a standard geometry,
- wherein data that were obtained by determining the geometry of a predetermined number of representative components by metrology are resorted to for the purposes of taking account of the form deviation from the standard geometry,
- wherein the probability of failure P is determined according to the formula
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- with the coordinate vector X of all nodes of the finite element model of the geometry Ω of the component, the discretized objective functional J(X)=J(X,U(X)) for LCF (low cycle fatigue) or for another fault mechanism, the number of load cycles t, a form parameter of the Weibull distribution m, the error function, which is the distribution function of the standard normal distribution Φ(t), and with J=J(Xd), where Xd is the standard position of the nodes in the standard geometry, and with ΔJ=(dJ/dX)′ΔX with the mean process deviation ΔX and with σ2=(dJ/dX)′C(dJ/dX) with the process distribution C.
Dependencies are inferred from the claim text.