2016
DOI: 10.11113/jt.v78.9146
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Tensile and Fracture Behaviour of Very Thin 304 Stainless Steel Sheet

Abstract: Specimen with rectangular cross-section usually used to measure the tensile properties of materials. However, the specimen size and thickness may affect the results. In this study, tensile and fracture behaviours of very thin 304 stainless steel sheet were investigated. The thickness of the stainless steel sheets investigated were 100 and 300 µm. Tensile samples were cut into dumbbell-shaped of rectangular cross-section with same width for both thickness according to ASTM E8. The results showed that 100 µm thi… Show more

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Cited by 7 publications
(5 citation statements)
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“…These samples were labelled 1, 2 and 3 for each condition. The physical behaviour of the specimens was observed from its initial loading until specimen failure same as reported by Al-Bakri et al [54]. Initially, both samples under the different conditions were loaded in the elastic range until they reached their respective elastic limits.…”
Section: Tensile Propertiesmentioning
confidence: 76%
“…These samples were labelled 1, 2 and 3 for each condition. The physical behaviour of the specimens was observed from its initial loading until specimen failure same as reported by Al-Bakri et al [54]. Initially, both samples under the different conditions were loaded in the elastic range until they reached their respective elastic limits.…”
Section: Tensile Propertiesmentioning
confidence: 76%
“…The dog bone specimen FEA model was developed based on ASTM ISO 204 & ISO R/206 E-139 standards for tensile creep testing in Abaqus [ 51 ]. The FEA model geometry was developed with the help of the sketcher toolbox in the Abaqus solver.…”
Section: Methodsmentioning
confidence: 99%
“…The load was maintained for the period of the test or until the specimen ruptured with a pre-stress of 35% UTS [ 53 ]. During the test, the data were continuously monitored and recorded to qualify for the stability of the temperatures, the load, and the specimen’s elongation [ 51 ]. The model was developed based on ASTM standards and as per the dimensions mentioned in Figure 4 a.…”
Section: Methodsmentioning
confidence: 99%
“…The FE model of a dog-bone geometry was developed as per the ASTM E-139 tensile creep testing standards [37], as shown in Figure 3a. The analyzed data had a maximum of 100 increments and an 18,000 h increment [36].…”
Section: Finite Element Geometry Modelling and Pre-processingmentioning
confidence: 99%
“…The creep deformation was modeled using the Omega-Norton-Bailey regression model. The FE dog-bone model results were first obtained for the Omega model, which was taken as the baseline model for model comparison in this research study [37]. The same FE model was then utilized for obtaining the creep damage data and to run the FE simulations while implementing other mathematical models.…”
Section: Finite Element Geometry Modelling and Pre-processingmentioning
confidence: 99%