Variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe
In order to assess failure probability of cracked components, it is important to know the variations of the material properties and their influence on the failure load assessment. In this study, variations of the fracture toughness and stress-strain curve were investigated for cold worked stainless...
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The Japan Society of Mechanical Engineers
2016
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oai:doaj.org-article:fd06c83930524ec98521a6ceadb4715b2021-11-26T06:58:32ZVariations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe2187-974510.1299/mej.16-00155https://doaj.org/article/fd06c83930524ec98521a6ceadb4715b2016-06-01T00:00:00Zhttps://www.jstage.jst.go.jp/article/mej/3/6/3_16-00155/_pdf/-char/enhttps://doaj.org/toc/2187-9745In order to assess failure probability of cracked components, it is important to know the variations of the material properties and their influence on the failure load assessment. In this study, variations of the fracture toughness and stress-strain curve were investigated for cold worked stainless steel. The variations of the 0.2% proof and ultimate strengths obtained using 8 specimens of 20% cold worked stainless steel (CW20) were 77 MPa and 81 MPa, respectively. The respective variations were decreased to 13 and 21 MPa for 40% cold worked material (CW40). Namely, the variation in the tensile strength was decreased by hardening. The COVs (coefficients of variation) of fracture toughness were 7.3% and 16.7% for CW20 and CW40, respectively. Namely, the variation in the fracture toughness was increased by hardening. Then, in order to investigate the influence of the variations in the material properties on failure load of a cracked pipe, flaw assessments were performed for a cracked pipe subjected to a global bending load. Using the obtained material properties led to variation in the failure load. The variation in the failure load of the cracked pipe caused by the variation in the stress-strain curve was less than 1.5% for the COV. The variation in the failure load caused by fracture toughness variation was relatively large for CW40, although it was less than 2.0% for the maximum case. It was concluded that the hardening induced by cold working does not cause significant variation in the failure load of cracked stainless steel pipe.Masayuki KAMAYAThe Japan Society of Mechanical Engineersarticlematerial property variationfracture toughnessj-r curvetensile strengthfailure assessment curveMechanical engineering and machineryTJ1-1570ENMechanical Engineering Journal, Vol 3, Iss 6, Pp 16-00155-16-00155 (2016) |
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DOAJ |
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EN |
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material property variation fracture toughness j-r curve tensile strength failure assessment curve Mechanical engineering and machinery TJ1-1570 |
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material property variation fracture toughness j-r curve tensile strength failure assessment curve Mechanical engineering and machinery TJ1-1570 Masayuki KAMAYA Variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe |
| description |
In order to assess failure probability of cracked components, it is important to know the variations of the material properties and their influence on the failure load assessment. In this study, variations of the fracture toughness and stress-strain curve were investigated for cold worked stainless steel. The variations of the 0.2% proof and ultimate strengths obtained using 8 specimens of 20% cold worked stainless steel (CW20) were 77 MPa and 81 MPa, respectively. The respective variations were decreased to 13 and 21 MPa for 40% cold worked material (CW40). Namely, the variation in the tensile strength was decreased by hardening. The COVs (coefficients of variation) of fracture toughness were 7.3% and 16.7% for CW20 and CW40, respectively. Namely, the variation in the fracture toughness was increased by hardening. Then, in order to investigate the influence of the variations in the material properties on failure load of a cracked pipe, flaw assessments were performed for a cracked pipe subjected to a global bending load. Using the obtained material properties led to variation in the failure load. The variation in the failure load of the cracked pipe caused by the variation in the stress-strain curve was less than 1.5% for the COV. The variation in the failure load caused by fracture toughness variation was relatively large for CW40, although it was less than 2.0% for the maximum case. It was concluded that the hardening induced by cold working does not cause significant variation in the failure load of cracked stainless steel pipe. |
| format |
article |
| author |
Masayuki KAMAYA |
| author_facet |
Masayuki KAMAYA |
| author_sort |
Masayuki KAMAYA |
| title |
Variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe |
| title_short |
Variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe |
| title_full |
Variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe |
| title_fullStr |
Variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe |
| title_full_unstemmed |
Variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe |
| title_sort |
variations of fracture toughness and stress－strain curve of cold worked stainless steel and their influence on failure strength of cracked pipe |
| publisher |
The Japan Society of Mechanical Engineers |
| publishDate |
2016 |
| url |
https://doaj.org/article/fd06c83930524ec98521a6ceadb4715b |
| work_keys_str_mv |
AT masayukikamaya variationsoffracturetoughnessandstressstraincurveofcoldworkedstainlesssteelandtheirinfluenceonfailurestrengthofcrackedpipe |
| _version_ |
1718409757441654784 |