Case Studies on Finite Element Modeling of Welded Joints
Joints made out of tubular steel members are often used in industrial constructions, like offshore, trusses or tree-shaped columns. The joint area is the weakest point in a truss structure. Beside the normal static behaviour many non-linearities due to the geometry or to the welding process have to...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Sciendo
2021-06-01
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| Series: | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/bipca-2021-0017 |
| _version_ | 1811319884754190336 |
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| author | Heinemann Patrick Isopescu Dorina Maxineasa Sebastian George |
| author_facet | Heinemann Patrick Isopescu Dorina Maxineasa Sebastian George |
| author_sort | Heinemann Patrick |
| collection | DOAJ |
| description | Joints made out of tubular steel members are often used in industrial constructions, like offshore, trusses or tree-shaped columns. The joint area is the weakest point in a truss structure. Beside the normal static behaviour many non-linearities due to the geometry or to the welding process have to take into account. Steel hollow sections are often used. Much research was made on welded nodes so far, but mostly it is valid for limited geometries or load cases. A review of the main aspects in designing welded nodes are given. |
| first_indexed | 2024-04-13T12:51:04Z |
| format | Article |
| id | doaj.art-3b62f57a8db9415fbfc0b86ecdadf097 |
| institution | Directory Open Access Journal |
| issn | 2068-4762 |
| language | English |
| last_indexed | 2024-04-13T12:51:04Z |
| publishDate | 2021-06-01 |
| publisher | Sciendo |
| record_format | Article |
| series | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
| spelling | doaj.art-3b62f57a8db9415fbfc0b86ecdadf0972022-12-22T02:46:13ZengSciendoBulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section2068-47622021-06-01672799410.2478/bipca-2021-0017Case Studies on Finite Element Modeling of Welded JointsHeinemann Patrick0Isopescu Dorina1Maxineasa Sebastian George2„Gheorghe Asachi” Technical University of Iaşi, Faculty of Civil Engineering and Building Services, Iasi, Romania„Gheorghe Asachi” Technical University of Iaşi, Faculty of Civil Engineering and Building Services, Iasi, Romania„Gheorghe Asachi” Technical University of Iaşi, Faculty of Civil Engineering and Building Services, Iasi, RomaniaJoints made out of tubular steel members are often used in industrial constructions, like offshore, trusses or tree-shaped columns. The joint area is the weakest point in a truss structure. Beside the normal static behaviour many non-linearities due to the geometry or to the welding process have to take into account. Steel hollow sections are often used. Much research was made on welded nodes so far, but mostly it is valid for limited geometries or load cases. A review of the main aspects in designing welded nodes are given.https://doi.org/10.2478/bipca-2021-0017hollow sectionsnumerical simulationjoint angletubular t-jointsteel |
| spellingShingle | Heinemann Patrick Isopescu Dorina Maxineasa Sebastian George Case Studies on Finite Element Modeling of Welded Joints Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section hollow sections numerical simulation joint angle tubular t-joint steel |
| title | Case Studies on Finite Element Modeling of Welded Joints |
| title_full | Case Studies on Finite Element Modeling of Welded Joints |
| title_fullStr | Case Studies on Finite Element Modeling of Welded Joints |
| title_full_unstemmed | Case Studies on Finite Element Modeling of Welded Joints |
| title_short | Case Studies on Finite Element Modeling of Welded Joints |
| title_sort | case studies on finite element modeling of welded joints |
| topic | hollow sections numerical simulation joint angle tubular t-joint steel |
| url | https://doi.org/10.2478/bipca-2021-0017 |
| work_keys_str_mv | AT heinemannpatrick casestudiesonfiniteelementmodelingofweldedjoints AT isopescudorina casestudiesonfiniteelementmodelingofweldedjoints AT maxineasasebastiangeorge casestudiesonfiniteelementmodelingofweldedjoints |