Please use this identifier to cite or link to this item:
|Title:||A compliance-based approach to measure fracture resistance curve for surface cracked steel plates||Authors:||Qian, X.
|Issue Date:||Jul-2013||Citation:||Qian, X., Li, Y. (2013-07). A compliance-based approach to measure fracture resistance curve for surface cracked steel plates. International Journal of Fracture 182 (1) : 1-19. ScholarBank@NUS Repository. https://doi.org/10.1007/s10704-013-9850-3||Abstract:||This paper proposes a compliance-based approach to determine the fracture resistance J -Rcurve for surface cracks in high-strength steel (S690) plate specimens in a four-point-bend set up. This study extends the η-approach used in the fracture test for the typical specimens with a through-thickness crack, to the surface cracks in plate specimens in calculating the energy release rate from the area below the measured moment versus the crack-plane rotation. The energy release rate, computed from the detailed finite element models using the domain integral approach, confirms a constant ηvalue for surface cracked steel plates. Coupled with the post-test sectioning, the unloading compliance method quantifies the extended crack-front profiles ahead of the fatigue pre-cracked surface notch, using the crack-size versus the compliance relationship derived from linear-elastic finite element analyses. The fracture resistance curves thus obtained remain similar at different locations along the crack front and comparable with the fracture resistance measured using a standard side-grooved compact tension specimen at a finite crack extension. © 2013 Springer Science+Business Media Dordrecht.||Source Title:||International Journal of Fracture||URI:||http://scholarbank.nus.edu.sg/handle/10635/53999||ISSN:||03769429||DOI:||10.1007/s10704-013-9850-3|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Jun 16, 2019
WEB OF SCIENCETM
checked on Apr 10, 2019
checked on Jun 14, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.