Unitary model for the analysis of bolted connections using the finite element method
This paper presents the numerical simulation of a model with one bolt connecting two or three plates using the finite element method. This unitary model with one bolt is validated by comparing its results with those obtained in the literature for three different types of applied load: tension, shear...
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| Published in: | Engineering failure analysis Vol. 104; pp. 308 - 320 |
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| Main Authors: | , , , , |
| Format: | Journal Article |
| Language: | English |
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Elsevier Ltd
01.10.2019
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| ISSN: | 1350-6307, 1873-1961 |
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| Abstract | This paper presents the numerical simulation of a model with one bolt connecting two or three plates using the finite element method. This unitary model with one bolt is validated by comparing its results with those obtained in the literature for three different types of applied load: tension, shear, and a combination of both. The results are also compared with the American and Brazilian design codes. The unitary model includes all necessary considerations: contacts between the plates and the nut, head and shank of the bolt; contact between the plates, as well as the friction between them; and pre-load on the bolt. Moreover, it responds properly to forces parallel and perpendicular to the contact surface between the plates including prying action effects and slip. These calibrated models can be then introduced on a model that represents a full connection through a relatively simple process using ANSYS APDL language, thus allowing the study of any bolted connection type.
•Development of a unitary numerical model for simulation of the bolted connections, considering contact and pre-load on the bolt;•Validation of numerical models through experimental results for three different types of applied load: tension, shear, and a combination of both.•Comparison of the numerical results obtained with the American and Brazilian design codes. |
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| AbstractList | This paper presents the numerical simulation of a model with one bolt connecting two or three plates using the finite element method. This unitary model with one bolt is validated by comparing its results with those obtained in the literature for three different types of applied load: tension, shear, and a combination of both. The results are also compared with the American and Brazilian design codes. The unitary model includes all necessary considerations: contacts between the plates and the nut, head and shank of the bolt; contact between the plates, as well as the friction between them; and pre-load on the bolt. Moreover, it responds properly to forces parallel and perpendicular to the contact surface between the plates including prying action effects and slip. These calibrated models can be then introduced on a model that represents a full connection through a relatively simple process using ANSYS APDL language, thus allowing the study of any bolted connection type.
•Development of a unitary numerical model for simulation of the bolted connections, considering contact and pre-load on the bolt;•Validation of numerical models through experimental results for three different types of applied load: tension, shear, and a combination of both.•Comparison of the numerical results obtained with the American and Brazilian design codes. |
| Author | Calçada, Rui Bártolo Montenegro, Pedro Aires Vilela, Paula Moura Leite Carvalho, Hermes Grilo, Lucas Figueiredo |
| Author_xml | – sequence: 1 givenname: Paula Moura Leite surname: Vilela fullname: Vilela, Paula Moura Leite organization: Department of Structural Engineering, Federal University of Minas Gerais, Belo Horizonte, Minas Gerais 31270-901, Brazil – sequence: 2 givenname: Hermes surname: Carvalho fullname: Carvalho, Hermes email: hermes@dees.ufmg.br organization: Department of Structural Engineering, Federal University of Minas Gerais, Belo Horizonte, Minas Gerais 31270-901, Brazil – sequence: 3 givenname: Lucas Figueiredo surname: Grilo fullname: Grilo, Lucas Figueiredo organization: Department of Structural Engineering, Federal University of Minas Gerais, Belo Horizonte, Minas Gerais 31270-901, Brazil – sequence: 4 givenname: Pedro Aires surname: Montenegro fullname: Montenegro, Pedro Aires organization: CONSTRUCT - LESE, Faculty of Engineering, University of Porto, Porto 4200-465, Portugal – sequence: 5 givenname: Rui Bártolo surname: Calçada fullname: Calçada, Rui Bártolo organization: CONSTRUCT - LESE, Faculty of Engineering, University of Porto, Porto 4200-465, Portugal |
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| Cites_doi | 10.1016/j.jcsr.2018.11.013 10.1115/1.4011867 10.3221/IGF-ESIS.48.30 10.1016/j.jcsr.2018.10.029 10.1016/j.engstruct.2018.04.004 10.1016/j.jcsr.2017.09.001 10.1016/j.engfailanal.2019.04.073 10.1016/j.jcsr.2019.02.031 10.1016/j.jcsr.2014.06.012 10.1016/j.engstruct.2019.03.017 10.1016/j.engstruct.2019.02.014 10.1016/0045-7949(74)90035-2 10.1016/j.engfailanal.2018.04.048 |
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| Keywords | Bolted connections Pre-load on bolts Unitary model with one bolt Bolts subject to combined loads |
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| SubjectTerms | Bolted connections Bolts subject to combined loads Pre-load on bolts Unitary model with one bolt |
| Title | Unitary model for the analysis of bolted connections using the finite element method |
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