2009
DOI: 10.1016/j.msea.2008.04.096
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Structural analysis of a power plant component using a stress-range-dependent creep-damage constitutive model

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Cited by 37 publications
(16 citation statements)
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“…By using the constitutive Equation 13, as well as damage models Equations 16 and 29 directly into the FEM ratedependent formulation and using an explicit time integration procedure, we obtain a standard Runge-Kutta integration scheme wherein the FE stiffness matrix is derived from the elastic moduli. Thus, to determine the numerical stress or strain rate fields, we need to first determine the damage rate function by substituting the stress obtained in the initial iteration into Equations 16 and 29 for stress-and ductility-based models, respectively.…”
Section: Computational Resultsmentioning
confidence: 99%
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“…By using the constitutive Equation 13, as well as damage models Equations 16 and 29 directly into the FEM ratedependent formulation and using an explicit time integration procedure, we obtain a standard Runge-Kutta integration scheme wherein the FE stiffness matrix is derived from the elastic moduli. Thus, to determine the numerical stress or strain rate fields, we need to first determine the damage rate function by substituting the stress obtained in the initial iteration into Equations 16 and 29 for stress-and ductility-based models, respectively.…”
Section: Computational Resultsmentioning
confidence: 99%
“…In this context, the previous stress‐based model proposed by Hayhurst and ductility‐based models proposed by Cocks and Ashby and Bendick were used. Generally, in the classical and modern models, the effects of multiaxial states of stress on the creep damage accumulation and growth are considered …”
Section: Introductionmentioning
confidence: 99%
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“…Recent studies have focused on the analysis and simulation of creep problems for practical structures using the above constitutive models. 18,19 However, the evaluation of creep damage of materials under variable load conditions is still an urgent problem to be solved. 20 To solve this problem, many researchers have proposed different damage accumulation models.…”
Section: Introductionmentioning
confidence: 99%
“…Thus the damage was not related to the whole structure and finally the elastic part of structure kept the entire load. The example of the failure assessment was the creep analysis of the valve shown in [14]. The secondary and tertiary creep was analyzed.…”
Section: Introductionmentioning
confidence: 99%