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- W2364617540 abstract "An evaluation approach based on crack extension resistance curves was developed to accurately predict fractures of steel structural components.The crack extension resistance curve parameters for structural steels were calibrated using data regression and theoretical analyses based on crack tip opening displacement(CTOD) tests at low temperature carried out earlier by the authors.The crack extension resistance curves are then related to the fracture modes of steel components with cracks.The results indicate that steel components with crack lengths longer than the critical size having apositively sloped crack extension resistance curve in steel material toughness will fracture in the ductile mode while those with crack lengths shorter than the critical size having apositively sloped resistance curve or having a horizontal resistance curve will fracture in the brittle mode.The crack extension length corresponding to the maximum load calculated by this theoretical model agrees well with the test results,validating that the theoretical analysis is accurate and can be applied in fracture resistant designs of steel structural components." @default.
- W2364617540 created "2016-06-24" @default.
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- W2364617540 date "2013-01-01" @default.
- W2364617540 modified "2023-09-25" @default.
- W2364617540 title "Fracture behavior evaluation model for steel structural components based on crack extension resistance curves" @default.
- W2364617540 hasPublicationYear "2013" @default.
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