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Probabilistic fatigue resistance model for steel welded details under variable amplitude loading – Inference and uncertainty estimation
•A novel model to infer VA fatigue data of welded joints is proposed.•The damage limit concept has been formalized and justified using fracture mechanics.•Test data of four welded structural details are inferred and uncertainty are determined. This paper presents a probabilistic fatigue life predict...
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Published in: | International journal of fatigue 2020-06, Vol.135, p.105515-18, Article 105515 |
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container_title | International journal of fatigue |
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creator | Leonetti, Davide Maljaars, Johan Snijder, H.H. |
description | •A novel model to infer VA fatigue data of welded joints is proposed.•The damage limit concept has been formalized and justified using fracture mechanics.•Test data of four welded structural details are inferred and uncertainty are determined.
This paper presents a probabilistic fatigue life prediction model for welded details subjected to variable amplitude random loading, using the nominal stress approach. The proposed model makes use of CA S-N curves in combination with the relative damage rule which allows to globally account for load interaction effects, and the damage limit concept that permits the estimation of the damage for the stress ranges lower than the fatigue limit and is based on linear elastic fracture mechanics. Epistemic (sampling) and aleatory (statistical) uncertainties are estimated in a statistical framework, making the model applicable for structural reliability analyses. |
doi_str_mv | 10.1016/j.ijfatigue.2020.105515 |
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This paper presents a probabilistic fatigue life prediction model for welded details subjected to variable amplitude random loading, using the nominal stress approach. The proposed model makes use of CA S-N curves in combination with the relative damage rule which allows to globally account for load interaction effects, and the damage limit concept that permits the estimation of the damage for the stress ranges lower than the fatigue limit and is based on linear elastic fracture mechanics. Epistemic (sampling) and aleatory (statistical) uncertainties are estimated in a statistical framework, making the model applicable for structural reliability analyses.</description><identifier>ISSN: 0142-1123</identifier><identifier>EISSN: 1879-3452</identifier><identifier>DOI: 10.1016/j.ijfatigue.2020.105515</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Bridge loading ; Damage ; Elastic limit ; Fatigue life ; Fatigue limit ; Fatigue strength ; Fracture mechanics ; Life prediction ; Likelihood ; Linear elastic fracture mechanics ; Materials fatigue ; Metal fatigue ; Prediction models ; Probabilistic inference ; Probability theory ; Reliability analysis ; Reliability engineering ; S N diagrams ; Statistical analysis ; Structural reliability ; Uncertainty ; Variable amplitude loading ; Welded details</subject><ispartof>International journal of fatigue, 2020-06, Vol.135, p.105515-18, Article 105515</ispartof><rights>2020 The Author(s)</rights><rights>Copyright Elsevier BV Jun 2020</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c392t-87b41b2b6c693f13ddfb06aab39fd07f86e4f8f56fac2ae7cf77a2bbe738488c3</citedby><cites>FETCH-LOGICAL-c392t-87b41b2b6c693f13ddfb06aab39fd07f86e4f8f56fac2ae7cf77a2bbe738488c3</cites><orcidid>0000-0002-7436-3977</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27903,27904</link.rule.ids></links><search><creatorcontrib>Leonetti, Davide</creatorcontrib><creatorcontrib>Maljaars, Johan</creatorcontrib><creatorcontrib>Snijder, H.H.</creatorcontrib><title>Probabilistic fatigue resistance model for steel welded details under variable amplitude loading – Inference and uncertainty estimation</title><title>International journal of fatigue</title><description>•A novel model to infer VA fatigue data of welded joints is proposed.•The damage limit concept has been formalized and justified using fracture mechanics.•Test data of four welded structural details are inferred and uncertainty are determined.
This paper presents a probabilistic fatigue life prediction model for welded details subjected to variable amplitude random loading, using the nominal stress approach. The proposed model makes use of CA S-N curves in combination with the relative damage rule which allows to globally account for load interaction effects, and the damage limit concept that permits the estimation of the damage for the stress ranges lower than the fatigue limit and is based on linear elastic fracture mechanics. Epistemic (sampling) and aleatory (statistical) uncertainties are estimated in a statistical framework, making the model applicable for structural reliability analyses.</description><subject>Bridge loading</subject><subject>Damage</subject><subject>Elastic limit</subject><subject>Fatigue life</subject><subject>Fatigue limit</subject><subject>Fatigue strength</subject><subject>Fracture mechanics</subject><subject>Life prediction</subject><subject>Likelihood</subject><subject>Linear elastic fracture mechanics</subject><subject>Materials fatigue</subject><subject>Metal fatigue</subject><subject>Prediction models</subject><subject>Probabilistic inference</subject><subject>Probability theory</subject><subject>Reliability analysis</subject><subject>Reliability engineering</subject><subject>S N diagrams</subject><subject>Statistical analysis</subject><subject>Structural reliability</subject><subject>Uncertainty</subject><subject>Variable amplitude loading</subject><subject>Welded details</subject><issn>0142-1123</issn><issn>1879-3452</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNqFUMtKxDAUDaLg-PgGA6475tE27VLEx4CgC12HPG6GlE4zJq3izq1r_9AvMWXErat7uZzHPQehM0qWlND6olv6zqnRrydYMsLma1XRag8taCPagpcV20cLQktWUMr4ITpKqSOEtERUC_T5GINW2vc-jd7gXyEcIeWDGgzgTbDQYxciTiPk7Q16CxZbGJXvE54GCxG_quiV7gGrzbb342QB90FZP6zx98cXXg0OIsxqarCZYiBm9jC-Y8i2m2wahhN04FSf4PR3HqPnm-unq7vi_uF2dXV5XxjesrFohC6pZro2dcsd5dY6TWqlNG-dJcI1NZSucVXtlGEKhHFCKKY1CN6UTWP4MTrf6W5jeJmyv-zCFIdsKVlZct7ytiIZJXYoE0NKEZzcxvxofJeUyLl32cm_3uXcu9z1npmXOybkEK8eokzGz9mtj2BGaYP_V-MH_m-VSg</recordid><startdate>202006</startdate><enddate>202006</enddate><creator>Leonetti, Davide</creator><creator>Maljaars, Johan</creator><creator>Snijder, H.H.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>JG9</scope><orcidid>https://orcid.org/0000-0002-7436-3977</orcidid></search><sort><creationdate>202006</creationdate><title>Probabilistic fatigue resistance model for steel welded details under variable amplitude loading – Inference and uncertainty estimation</title><author>Leonetti, Davide ; Maljaars, Johan ; Snijder, H.H.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c392t-87b41b2b6c693f13ddfb06aab39fd07f86e4f8f56fac2ae7cf77a2bbe738488c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Bridge loading</topic><topic>Damage</topic><topic>Elastic limit</topic><topic>Fatigue life</topic><topic>Fatigue limit</topic><topic>Fatigue strength</topic><topic>Fracture mechanics</topic><topic>Life prediction</topic><topic>Likelihood</topic><topic>Linear elastic fracture mechanics</topic><topic>Materials fatigue</topic><topic>Metal fatigue</topic><topic>Prediction models</topic><topic>Probabilistic inference</topic><topic>Probability theory</topic><topic>Reliability analysis</topic><topic>Reliability engineering</topic><topic>S N diagrams</topic><topic>Statistical analysis</topic><topic>Structural reliability</topic><topic>Uncertainty</topic><topic>Variable amplitude loading</topic><topic>Welded details</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Leonetti, Davide</creatorcontrib><creatorcontrib>Maljaars, Johan</creatorcontrib><creatorcontrib>Snijder, H.H.</creatorcontrib><collection>ScienceDirect Open Access Titles</collection><collection>Elsevier:ScienceDirect:Open Access</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>International journal of fatigue</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Leonetti, Davide</au><au>Maljaars, Johan</au><au>Snijder, H.H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Probabilistic fatigue resistance model for steel welded details under variable amplitude loading – Inference and uncertainty estimation</atitle><jtitle>International journal of fatigue</jtitle><date>2020-06</date><risdate>2020</risdate><volume>135</volume><spage>105515</spage><epage>18</epage><pages>105515-18</pages><artnum>105515</artnum><issn>0142-1123</issn><eissn>1879-3452</eissn><abstract>•A novel model to infer VA fatigue data of welded joints is proposed.•The damage limit concept has been formalized and justified using fracture mechanics.•Test data of four welded structural details are inferred and uncertainty are determined.
This paper presents a probabilistic fatigue life prediction model for welded details subjected to variable amplitude random loading, using the nominal stress approach. The proposed model makes use of CA S-N curves in combination with the relative damage rule which allows to globally account for load interaction effects, and the damage limit concept that permits the estimation of the damage for the stress ranges lower than the fatigue limit and is based on linear elastic fracture mechanics. Epistemic (sampling) and aleatory (statistical) uncertainties are estimated in a statistical framework, making the model applicable for structural reliability analyses.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijfatigue.2020.105515</doi><tpages>18</tpages><orcidid>https://orcid.org/0000-0002-7436-3977</orcidid><oa>free_for_read</oa></addata></record> |
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source | ScienceDirect Freedom Collection |
subjects | Bridge loading Damage Elastic limit Fatigue life Fatigue limit Fatigue strength Fracture mechanics Life prediction Likelihood Linear elastic fracture mechanics Materials fatigue Metal fatigue Prediction models Probabilistic inference Probability theory Reliability analysis Reliability engineering S N diagrams Statistical analysis Structural reliability Uncertainty Variable amplitude loading Welded details |
title | Probabilistic fatigue resistance model for steel welded details under variable amplitude loading – Inference and uncertainty estimation |
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