Abstract
Austenitic stainless steel has high fracture toughness. Generally, large CT specimen over 1.5TCT is needed to obtain valid elastic-plastic fracture toughness, JIC, due to the high toughness. The good relationship between JIC and stretched zone width was reported, however, the application was considered to be restricted to the case of large specimen which satisfied plane strain condition. In this study, in order to obtain the similar value of JIC in the case of small CT specimen which was judged invalid in ASTM E1820, adding the tensile properties as parameter to J IC estimation was tried. JIC tests of SUS304 and SUS316L were performed according to ASTM E1820-06 with varying the parameter of the cold-work degree and specimen size. Specimen size, stretched zone width, tensile properties and JQ were analyzed, and the model to estimate valid JIC from JQ was proposed. Regression analysis was carried out using the parameter of stretched zone and tensile properties. Based on the proposed equation, JIC was successfully estimated from JQ with the small deviation within 10% in all size of CT specimen. © 2013 The Japan Society of Mechanical Engineers.
Author supplied keywords
Cite
CITATION STYLE
Torimaru, T., Sugiyama, M., Itatani, M., & Koshiishi, M. (2013). Fracture toughness estimation of austenitic stainless steel using critical stretched zone width and tensile properties. In Nihon Kikai Gakkai Ronbunshu, A Hen/Transactions of the Japan Society of Mechanical Engineers, Part A (Vol. 79, pp. 702–705). https://doi.org/10.1299/kikaia.79.702
Register to see more suggestions
Mendeley helps you to discover research relevant for your work.