2009
DOI: 10.2172/993907
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Quantifying uncertainty from material inhomogeneity.

Abstract: Most engineering materials are inherently inhomogeneous in their processing, internal structure, properties, and performance. Their properties are therefore statistical rather than deterministic. These inhomogeneities manifest across multiple length and time scales, leading to variabilities, i.e. statistical distributions, that are necessary to accurately describe each stage in the process-structure-properties hierarchy, and are ultimately the primary source of uncertainty in performance of the material and co… Show more

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Cited by 6 publications
(3 citation statements)
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“…[23] The design of the load frame permits tilting the loadframe by up to 70 deg, allowing ready access for in situ EBSD experiments. The 2 kN force capacity of the load frame facilitates testing of relatively large tensile bars, such as those shown in Figure 3, and the displacement range of >8 mm permits testing to engineering strains of>100 pct with active LVDT sensing of actuator displacement.…”
Section: A In Situ Sem Tensile Experimentsmentioning
confidence: 99%
“…[23] The design of the load frame permits tilting the loadframe by up to 70 deg, allowing ready access for in situ EBSD experiments. The 2 kN force capacity of the load frame facilitates testing of relatively large tensile bars, such as those shown in Figure 3, and the displacement range of >8 mm permits testing to engineering strains of>100 pct with active LVDT sensing of actuator displacement.…”
Section: A In Situ Sem Tensile Experimentsmentioning
confidence: 99%
“…However, its failure usually exhibits a stochastic behavior due to variations from material properties, geometries, and loading spectra. In addition, for most engineering materials, material inhomogeneity exists in their processing, internal structure, properties, and performance and often manifests across multiple length (from the microstructure scale to the component and part scale) and time scales (over time as the material ages) and leads to variabilities . In order to reach an acceptable level of probability of component failure, these multiple variations or spreads or scatter should be fully quantified and controlled when developing or utilizing a lifing procedure for fatigue design and/or subsequent life prediction.…”
Section: Introductionmentioning
confidence: 99%
“…Tensile tests were conducted in a custom-built in situ load frame, Figure 21 Supra 55VP field emission SEM. The tensile stage was specifically designed and built at Sandia National Laboratories to be used for in situ EBSD experiments [16,25]. The load frame uses a linear variable differential transformer (LVDT) to measure displacement, and a custom-built, strain-gage-based transducer to measure applied load.…”
Section: Methodsmentioning
confidence: 99%