Numerical analysis of a double shear standard bolted connection considering monotonic loadings
The behaviour of standard bolted steel connections submitted to monotonic loads, through the use of numerical models, is presented in the current paper. The bolted connections allow speed up constructive processes in an increasingly competitive and globalized world in which the costs are a decisi...
| Main Authors: | , , , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Vilnius Gediminas Technical University
2017-12-01
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| Series: | Engineering Structures and Technologies |
| Subjects: | |
| Online Access: | https://journals.vgtu.lt/index.php/EST/article/view/588 |
| _version_ | 1819290306727641088 |
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| author | Mariana Ferreira Rodrigues José Correia Bruno Pedrosa Abílio De Jesus Bruno Carvalho Carlos Rebelo José Xavier Rui Calçada |
| author_facet | Mariana Ferreira Rodrigues José Correia Bruno Pedrosa Abílio De Jesus Bruno Carvalho Carlos Rebelo José Xavier Rui Calçada |
| author_sort | Mariana Ferreira Rodrigues |
| collection | DOAJ |
| description | The behaviour of standard bolted steel connections submitted to monotonic loads, through the use of numerical models, is presented in the current paper.
The bolted connections allow speed up constructive processes in an increasingly competitive and globalized world in which the costs are a decisive factor in the development of a project. The use of computational tools in the analysis of bolted connections becomes determinant, mainly for new solutions or solutions less explored in terms of design codes.
Throughout the years, bolted connections have been suffering transformations resulting from research activities performed by many authors. Rivets have been replaced by bolts, the main achievement being the pre-stressed bolts. Methodologies based on finite element analyses were proposed for double shear bolted connection. The non-linear behaviour of these connections is investigated and their performances are compared. In the numerical modelling of the bolted connection, linear elastic and elastoplastic analyzes reveal that there are two slip levels associated with local non-linearities caused by the contact pairs, which vary with clamping stresses. |
| first_indexed | 2024-12-24T03:20:39Z |
| format | Article |
| id | doaj.art-cc79202b93ec4141891df62af9b7fb44 |
| institution | Directory Open Access Journal |
| issn | 2029-882X 2029-8838 |
| language | English |
| last_indexed | 2024-12-24T03:20:39Z |
| publishDate | 2017-12-01 |
| publisher | Vilnius Gediminas Technical University |
| record_format | Article |
| series | Engineering Structures and Technologies |
| spelling | doaj.art-cc79202b93ec4141891df62af9b7fb442022-12-21T17:17:31ZengVilnius Gediminas Technical UniversityEngineering Structures and Technologies2029-882X2029-88382017-12-019410.3846/2029882X.2017.1414638Numerical analysis of a double shear standard bolted connection considering monotonic loadingsMariana Ferreira Rodrigues0José Correia1Bruno Pedrosa2Abílio De Jesus3Bruno Carvalho4Carlos Rebelo5José Xavier6Rui Calçada7Instituto de Engenharia Mecânica e Gestão Industrial, Porto, 4200-465 PortugalUniversidade do Porto, Faculdade de Engenharia, Porto, 4200-465 PortugalUniversidade de Coimbra, Departamento de Engenharia Civil, Coimbra, 3030-788 PortugalUniversidade do Porto, Faculdade de Engenharia, Porto, 4200-465 PortugalUniversidade de Trás-os-Montes e Alto Douro, Escola de Ciências e Tecnologia Vila Real, 5001-801 PortugalUniversidade de Coimbra, Departamento de Engenharia Civil, Coimbra, 3030-788 PortugalUniversidade de Trás-os-Montes e Alto Douro, Escola de Ciências e Tecnologia Vila Real, 5001-801 PortugalUniversidade do Porto, Faculdade de Engenharia, Porto, 4200-465 PortugalThe behaviour of standard bolted steel connections submitted to monotonic loads, through the use of numerical models, is presented in the current paper. The bolted connections allow speed up constructive processes in an increasingly competitive and globalized world in which the costs are a decisive factor in the development of a project. The use of computational tools in the analysis of bolted connections becomes determinant, mainly for new solutions or solutions less explored in terms of design codes. Throughout the years, bolted connections have been suffering transformations resulting from research activities performed by many authors. Rivets have been replaced by bolts, the main achievement being the pre-stressed bolts. Methodologies based on finite element analyses were proposed for double shear bolted connection. The non-linear behaviour of these connections is investigated and their performances are compared. In the numerical modelling of the bolted connection, linear elastic and elastoplastic analyzes reveal that there are two slip levels associated with local non-linearities caused by the contact pairs, which vary with clamping stresses.https://journals.vgtu.lt/index.php/EST/article/view/588numerical analysisbolted connectionmonotonic loadingspre-stressed bolts |
| spellingShingle | Mariana Ferreira Rodrigues José Correia Bruno Pedrosa Abílio De Jesus Bruno Carvalho Carlos Rebelo José Xavier Rui Calçada Numerical analysis of a double shear standard bolted connection considering monotonic loadings Engineering Structures and Technologies numerical analysis bolted connection monotonic loadings pre-stressed bolts |
| title | Numerical analysis of a double shear standard bolted connection considering monotonic loadings |
| title_full | Numerical analysis of a double shear standard bolted connection considering monotonic loadings |
| title_fullStr | Numerical analysis of a double shear standard bolted connection considering monotonic loadings |
| title_full_unstemmed | Numerical analysis of a double shear standard bolted connection considering monotonic loadings |
| title_short | Numerical analysis of a double shear standard bolted connection considering monotonic loadings |
| title_sort | numerical analysis of a double shear standard bolted connection considering monotonic loadings |
| topic | numerical analysis bolted connection monotonic loadings pre-stressed bolts |
| url | https://journals.vgtu.lt/index.php/EST/article/view/588 |
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