Normalization method for evaluating J-resistance curves of small-sized CIET specimen and crack front constraints
Based on dimensionless load separation principle, the normalization method for estimating J-resistance curves of CIET specimen for ductile materials has been developed. Experiments of ductile crack growth resistance on a typical pressure vessel steel SA-508 are conducted by using CT, SEB and CIET sp...
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Veröffentlicht in: | International journal of solids and structures 2016-09, Vol.94-95, p.60-75 |
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description | Based on dimensionless load separation principle, the normalization method for estimating J-resistance curves of CIET specimen for ductile materials has been developed. Experiments of ductile crack growth resistance on a typical pressure vessel steel SA-508 are conducted by using CT, SEB and CIET specimens. The resulted J-resistance curves show outstanding influence by load configuration and specimen dimensions. J-Q-M and J-A2-M approaches are introduced to quantify the crack front constraint of the three types of specimens. According to finite element analyses (FEA) under plane strain and 3D conditions, the distance-independent constraint parameters are calibrated by matching the FEA results with the J-Q-M and J-A2-M solutions using weight average method. The analyses show that the parameters of Q and A2 are load-independent under plane strain condition, but under 3D condition, the J-A2-M approach is incapable of characterizing the stress and deformation fields ahead of crack front of CIET specimen for SA-508 steel, and the parameter Q is no longer load-independent. Because of different crack front constraint, the CIET specimen with B=10 mm, a0=5.8 mm gets the lowest fracture resistance while the SEB specimen with B=20 mm, a0=11 mm and the CT specimen with B=15 mm, a0=29 mm obtain the highest fracture resistance for SA-508 steel. The size requirements of J-Q-M dominance for each used CIET, CT and SEB specimens are got. Finally, the constraint-modified J-resistance curves of SA-508 steel based on J-Q-M approach are constructed to predict the crack growth resistance for any fracture specimens or actual flawed structures. |
doi_str_mv | 10.1016/j.ijsolstr.2016.05.008 |
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Experiments of ductile crack growth resistance on a typical pressure vessel steel SA-508 are conducted by using CT, SEB and CIET specimens. The resulted J-resistance curves show outstanding influence by load configuration and specimen dimensions. J-Q-M and J-A2-M approaches are introduced to quantify the crack front constraint of the three types of specimens. According to finite element analyses (FEA) under plane strain and 3D conditions, the distance-independent constraint parameters are calibrated by matching the FEA results with the J-Q-M and J-A2-M solutions using weight average method. The analyses show that the parameters of Q and A2 are load-independent under plane strain condition, but under 3D condition, the J-A2-M approach is incapable of characterizing the stress and deformation fields ahead of crack front of CIET specimen for SA-508 steel, and the parameter Q is no longer load-independent. Because of different crack front constraint, the CIET specimen with B=10 mm, a0=5.8 mm gets the lowest fracture resistance while the SEB specimen with B=20 mm, a0=11 mm and the CT specimen with B=15 mm, a0=29 mm obtain the highest fracture resistance for SA-508 steel. The size requirements of J-Q-M dominance for each used CIET, CT and SEB specimens are got. Finally, the constraint-modified J-resistance curves of SA-508 steel based on J-Q-M approach are constructed to predict the crack growth resistance for any fracture specimens or actual flawed structures.</description><identifier>ISSN: 0020-7683</identifier><identifier>EISSN: 1879-2146</identifier><identifier>DOI: 10.1016/j.ijsolstr.2016.05.008</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>CIET specimen ; Crack front constraints ; Crack propagation ; Estimating ; Finite element method ; Fracture mechanics ; Fracture toughness ; J-A2-M theory ; J-Q-M theory ; J-resistance curves ; Normalization method ; Plane strain ; Structural steels ; Three dimensional</subject><ispartof>International journal of solids and structures, 2016-09, Vol.94-95, p.60-75</ispartof><rights>2016</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c345t-4ffe4c83903bb947f1fd187b46d162c027c7de2aad214e2a3fdbaa955caa0a43</citedby><cites>FETCH-LOGICAL-c345t-4ffe4c83903bb947f1fd187b46d162c027c7de2aad214e2a3fdbaa955caa0a43</cites><orcidid>0000-0002-0915-0190</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0020768316300786$$EHTML$$P50$$Gelsevier$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Bao, C.</creatorcontrib><creatorcontrib>Cai, L.X.</creatorcontrib><creatorcontrib>He, G.W.</creatorcontrib><creatorcontrib>Dan, C.</creatorcontrib><title>Normalization method for evaluating J-resistance curves of small-sized CIET specimen and crack front constraints</title><title>International journal of solids and structures</title><description>Based on dimensionless load separation principle, the normalization method for estimating J-resistance curves of CIET specimen for ductile materials has been developed. Experiments of ductile crack growth resistance on a typical pressure vessel steel SA-508 are conducted by using CT, SEB and CIET specimens. The resulted J-resistance curves show outstanding influence by load configuration and specimen dimensions. J-Q-M and J-A2-M approaches are introduced to quantify the crack front constraint of the three types of specimens. According to finite element analyses (FEA) under plane strain and 3D conditions, the distance-independent constraint parameters are calibrated by matching the FEA results with the J-Q-M and J-A2-M solutions using weight average method. The analyses show that the parameters of Q and A2 are load-independent under plane strain condition, but under 3D condition, the J-A2-M approach is incapable of characterizing the stress and deformation fields ahead of crack front of CIET specimen for SA-508 steel, and the parameter Q is no longer load-independent. Because of different crack front constraint, the CIET specimen with B=10 mm, a0=5.8 mm gets the lowest fracture resistance while the SEB specimen with B=20 mm, a0=11 mm and the CT specimen with B=15 mm, a0=29 mm obtain the highest fracture resistance for SA-508 steel. The size requirements of J-Q-M dominance for each used CIET, CT and SEB specimens are got. Finally, the constraint-modified J-resistance curves of SA-508 steel based on J-Q-M approach are constructed to predict the crack growth resistance for any fracture specimens or actual flawed structures.</description><subject>CIET specimen</subject><subject>Crack front constraints</subject><subject>Crack propagation</subject><subject>Estimating</subject><subject>Finite element method</subject><subject>Fracture mechanics</subject><subject>Fracture toughness</subject><subject>J-A2-M theory</subject><subject>J-Q-M theory</subject><subject>J-resistance curves</subject><subject>Normalization method</subject><subject>Plane strain</subject><subject>Structural steels</subject><subject>Three dimensional</subject><issn>0020-7683</issn><issn>1879-2146</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqFkM2OEzEQhC0EEmHhFZCPXGZoz3h-cgNFy7JoBZfcrY7dBocZO7idSOzT41XgzKnUra5W1SfEWwWtAjW-P7bhyGnhktuuzi0MLcD8TGzUPG2bTunxudgAdNBM49y_FK-YjwCg-y1sxOlryisu4RFLSFGuVH4kJ33Kki64nOs2fpdfmkwcuGC0JO05X4hl8pKrcWk4PJKTu_vbveQT2bBSlBidtBntT-lzikXaFGs8DLHwa_HC48L05q_eiP2n2_3uc_Pw7e5-9_Ghsb0eSqO9J23nmrE_HLZ68sq72uegR6fGzkI32clRh-hqwaq9dwfE7TBYREDd34h317ennH6diYtZA1taFoyUzmzU3A2DnqBT9XS8ntqcmDN5c8phxfzbKDBPhM3R_CNsnggbGEwlXI0frkaqPS6BsmEbqDJyIZMtxqXwvxd_APoJi3Y</recordid><startdate>201609</startdate><enddate>201609</enddate><creator>Bao, C.</creator><creator>Cai, L.X.</creator><creator>He, G.W.</creator><creator>Dan, C.</creator><general>Elsevier Ltd</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-0915-0190</orcidid></search><sort><creationdate>201609</creationdate><title>Normalization method for evaluating J-resistance curves of small-sized CIET specimen and crack front constraints</title><author>Bao, C. ; Cai, L.X. ; He, G.W. ; Dan, C.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c345t-4ffe4c83903bb947f1fd187b46d162c027c7de2aad214e2a3fdbaa955caa0a43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>CIET specimen</topic><topic>Crack front constraints</topic><topic>Crack propagation</topic><topic>Estimating</topic><topic>Finite element method</topic><topic>Fracture mechanics</topic><topic>Fracture toughness</topic><topic>J-A2-M theory</topic><topic>J-Q-M theory</topic><topic>J-resistance curves</topic><topic>Normalization method</topic><topic>Plane strain</topic><topic>Structural steels</topic><topic>Three dimensional</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bao, C.</creatorcontrib><creatorcontrib>Cai, L.X.</creatorcontrib><creatorcontrib>He, G.W.</creatorcontrib><creatorcontrib>Dan, C.</creatorcontrib><collection>ScienceDirect Open Access Titles</collection><collection>Elsevier:ScienceDirect:Open Access</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of solids and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bao, C.</au><au>Cai, L.X.</au><au>He, G.W.</au><au>Dan, C.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Normalization method for evaluating J-resistance curves of small-sized CIET specimen and crack front constraints</atitle><jtitle>International journal of solids and structures</jtitle><date>2016-09</date><risdate>2016</risdate><volume>94-95</volume><spage>60</spage><epage>75</epage><pages>60-75</pages><issn>0020-7683</issn><eissn>1879-2146</eissn><abstract>Based on dimensionless load separation principle, the normalization method for estimating J-resistance curves of CIET specimen for ductile materials has been developed. Experiments of ductile crack growth resistance on a typical pressure vessel steel SA-508 are conducted by using CT, SEB and CIET specimens. The resulted J-resistance curves show outstanding influence by load configuration and specimen dimensions. J-Q-M and J-A2-M approaches are introduced to quantify the crack front constraint of the three types of specimens. According to finite element analyses (FEA) under plane strain and 3D conditions, the distance-independent constraint parameters are calibrated by matching the FEA results with the J-Q-M and J-A2-M solutions using weight average method. The analyses show that the parameters of Q and A2 are load-independent under plane strain condition, but under 3D condition, the J-A2-M approach is incapable of characterizing the stress and deformation fields ahead of crack front of CIET specimen for SA-508 steel, and the parameter Q is no longer load-independent. Because of different crack front constraint, the CIET specimen with B=10 mm, a0=5.8 mm gets the lowest fracture resistance while the SEB specimen with B=20 mm, a0=11 mm and the CT specimen with B=15 mm, a0=29 mm obtain the highest fracture resistance for SA-508 steel. The size requirements of J-Q-M dominance for each used CIET, CT and SEB specimens are got. Finally, the constraint-modified J-resistance curves of SA-508 steel based on J-Q-M approach are constructed to predict the crack growth resistance for any fracture specimens or actual flawed structures.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.ijsolstr.2016.05.008</doi><tpages>16</tpages><orcidid>https://orcid.org/0000-0002-0915-0190</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | CIET specimen Crack front constraints Crack propagation Estimating Finite element method Fracture mechanics Fracture toughness J-A2-M theory J-Q-M theory J-resistance curves Normalization method Plane strain Structural steels Three dimensional |
title | Normalization method for evaluating J-resistance curves of small-sized CIET specimen and crack front constraints |
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