**Article:**Limit load solution for electron beam welded joints with single edge weld center crack in tension

Title | Limit load solution for electron beam welded joints with single edge weld center crack in tension |
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Authors | Lu, W1 Shi, Y1 Li, X1 Lei, Y1 |

Keywords | Electron Beam Welding Limit Load Single Edge Crack In Tensile |

Issue Date | 2012 |

Publisher | China Machine Press. The Journal's web site is located at http://www.cjme.com.cn/ |

Citation | Chinese Journal Of Mechanical Engineering (English Edition), 2012, v. 25 n. 3, p. 624-628 [How to Cite?] DOI: http://dx.doi.org/10.3901/CJME.2012.03.624 |

Abstract | Limit loads are widely studied and several limit load solutions are proposed to some typical geometry of weldments. However, there are no limit load solutions exist for the single edge crack weldments in tension (SEC(T)), which is also a typical geometry in fracture analysis. The mis-matching limit load for thick plate with SEC(T) are investigated and the special limit load solutions are proposed based on the available mis-matching limit load solutions and systematic finite element analyses. The real weld configurations are simplified as a strip, and different weld strength mis-matching ratio M, crack depth/width ratio a/W and weld width 2H are in consideration. As a result, it is found that there exists excellent agreement between the limit load solutions and the FE results for almost all the mis-matching ration M, a/W and ligament-to-weld width ratio (W-a)/H. Moreover, useful recommendations are given for evaluating the limit loads of the EBW structure with SEC(T). For the EBW joints with SEC(T), the mis-matching limit loads can be obtained assuming that the components are wholly made of base metal, when M changing from 1.6 to 0.6. When M decreasing to 0.4, the mis-matching limit loads can be obtained assuming that the components are wholly made of base metal only for large value of (W-a)/H. The recommendations may be useful for evaluating the limit loads of the EBW structures with SEC(T). The engineering simplifications are given for assessing the limit loads of electron beam welded structure with SEC(T). © Chinese Mechanical Engineering Society and Springer-Verlag Berlin Heidelberg 2012. |

ISSN | 1000-9345 2012 Impact Factor: 0.263 2012 SCImago Journal Rankings: 0.526 |

DOI | http://dx.doi.org/10.3901/CJME.2012.03.624 |

References | References in Scopus |

DC Field | Value |
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dc.contributor.author | Lu, W |

dc.contributor.author | Shi, Y |

dc.contributor.author | Li, X |

dc.contributor.author | Lei, Y |

dc.date.accessioned | 2012-10-08T03:21:50Z |

dc.date.available | 2012-10-08T03:21:50Z |

dc.date.issued | 2012 |

dc.description.abstract | Limit loads are widely studied and several limit load solutions are proposed to some typical geometry of weldments. However, there are no limit load solutions exist for the single edge crack weldments in tension (SEC(T)), which is also a typical geometry in fracture analysis. The mis-matching limit load for thick plate with SEC(T) are investigated and the special limit load solutions are proposed based on the available mis-matching limit load solutions and systematic finite element analyses. The real weld configurations are simplified as a strip, and different weld strength mis-matching ratio M, crack depth/width ratio a/W and weld width 2H are in consideration. As a result, it is found that there exists excellent agreement between the limit load solutions and the FE results for almost all the mis-matching ration M, a/W and ligament-to-weld width ratio (W-a)/H. Moreover, useful recommendations are given for evaluating the limit loads of the EBW structure with SEC(T). For the EBW joints with SEC(T), the mis-matching limit loads can be obtained assuming that the components are wholly made of base metal, when M changing from 1.6 to 0.6. When M decreasing to 0.4, the mis-matching limit loads can be obtained assuming that the components are wholly made of base metal only for large value of (W-a)/H. The recommendations may be useful for evaluating the limit loads of the EBW structures with SEC(T). The engineering simplifications are given for assessing the limit loads of electron beam welded structure with SEC(T). © Chinese Mechanical Engineering Society and Springer-Verlag Berlin Heidelberg 2012. |

dc.description.nature | Link_to_subscribed_fulltext |

dc.identifier.citation | Chinese Journal Of Mechanical Engineering (English Edition), 2012, v. 25 n. 3, p. 624-628 [How to Cite?] DOI: http://dx.doi.org/10.3901/CJME.2012.03.624 |

dc.identifier.doi | http://dx.doi.org/10.3901/CJME.2012.03.624 |

dc.identifier.epage | 628 |

dc.identifier.issn | 1000-9345 2012 Impact Factor: 0.263 2012 SCImago Journal Rankings: 0.526 |

dc.identifier.issue | 3 |

dc.identifier.scopus | eid_2-s2.0-84861692566 |

dc.identifier.spage | 624 |

dc.identifier.uri | http://hdl.handle.net/10722/168633 |

dc.identifier.volume | 25 |

dc.language | eng |

dc.publisher | China Machine Press. The Journal's web site is located at http://www.cjme.com.cn/ |

dc.publisher.place | China |

dc.relation.ispartof | Chinese Journal of Mechanical Engineering (English Edition) |

dc.relation.references | References in Scopus |

dc.subject | Electron Beam Welding |

dc.subject | Limit Load |

dc.subject | Single Edge Crack In Tensile |

dc.title | Limit load solution for electron beam welded joints with single edge weld center crack in tension |

dc.type | Article |

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Author Affiliations

- Beijing University of Technology