2010
DOI: 10.5293/ijfms.2010.3.4.301
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Hydraulic Runner Design Method for Lifetime

Abstract: Quest for reliability of hydraulic runners is a concern for all mature electricity producers. The fatigue damage caused by dynamics loads is frequently the root cause of runner failure. This paper presents the damage tolerance approach based on fracture mechanics as the method chosen by Alstom and Hydro-Québec to predict effects of damage on runner lifetime and consequently to be use as a design method. This is sustained by a research on fracture mechanics properties of runner materials and by recommendations … Show more

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Cited by 6 publications
(3 citation statements)
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“…e present findings corroborate well with the maximum residual stresses of 136 MPa and − 152 MPa reported, respectively, for the longitudinal and normal directions in multipass arc welded ASTM A743M Grade CA6NM after PWHT [42]. In consideration of the damage tolerance design approaches for welded CA6NM in hydroelectric turbines [43][44][45], reduction in the residual stresses to levels between 10 and 25% of the YS [46] through PWHT have been reported to decrease the fatigue crack growth rate through plasticity-induced crack closure during dynamic loading [47]. Hence, the effective reduction in the tensile residual stresses in the HAZ after PWHT of the CA6NM EB welds is expected to improve the fatigue crack resistance, the extent of which needs to be validated through future work aimed at advancing a damage tolerant design, so as to understand the fatigue behaviour of high energy density welds in 13% Cr-4% Ni martensitic stainless steels.…”
Section: Residual Stress Distribution In Eb Welded Ca6nm Aftersupporting
confidence: 87%
“…e present findings corroborate well with the maximum residual stresses of 136 MPa and − 152 MPa reported, respectively, for the longitudinal and normal directions in multipass arc welded ASTM A743M Grade CA6NM after PWHT [42]. In consideration of the damage tolerance design approaches for welded CA6NM in hydroelectric turbines [43][44][45], reduction in the residual stresses to levels between 10 and 25% of the YS [46] through PWHT have been reported to decrease the fatigue crack growth rate through plasticity-induced crack closure during dynamic loading [47]. Hence, the effective reduction in the tensile residual stresses in the HAZ after PWHT of the CA6NM EB welds is expected to improve the fatigue crack resistance, the extent of which needs to be validated through future work aimed at advancing a damage tolerant design, so as to understand the fatigue behaviour of high energy density welds in 13% Cr-4% Ni martensitic stainless steels.…”
Section: Residual Stress Distribution In Eb Welded Ca6nm Aftersupporting
confidence: 87%
“…Apart from cold cracking that normally occurs in the first 48 hours after the repair is completed, fatigue is the other cause of cracks appearing in a turbine runner weld. The mechanisms leading to fatigue cracks in hydraulic turbine welds are complex and involve a lot of parameters [4][5][6][7][8]. One of these many parameters are the residual stresses left in the welds after fabrication and after repair.…”
Section: Introductionmentioning
confidence: 99%
“…We used an initial value of 2 m MPa , representing the proposed value in the British Standard BS7910 [10]. This lower bound value was then increased to [3,[11][12][13][14]. The resulting effect on reliability can be seen in Figure 4a.…”
mentioning
confidence: 99%