Numerical simulation of bolted steel connections in fire using explicit dynamic analysis
Behaviour of steel connections in fire is a multi-dimensional problem involving parameters such as temperature, tying forces and large deformations. Investigation of this behaviour will remain one of the main subjects for fire engineering research in the coming years. Finite element simulation plays...
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| Published in | Journal of constructional steel research Vol. 64; no. 5; pp. 515 - 525 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.05.2008
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0143-974X 1873-5983 |
| DOI | 10.1016/j.jcsr.2007.10.009 |
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| Abstract | Behaviour of steel connections in fire is a multi-dimensional problem involving parameters such as temperature, tying forces and large deformations. Investigation of this behaviour will remain one of the main subjects for fire engineering research in the coming years. Finite element simulation plays an important role in the study of connections because fire tests are expensive to perform. Unlike normal structural analyses, finite element simulation of bolted steel connections is a challenging task, as large numbers of contacts exist in the model. This leads to convergence difficulties in static solvers. This paper explores the use of an explicit dynamic solver to analyse bolted steel connections. By comparing the results with those from static analysis and tests, it is shown that the explicit dynamic solver, with proper control, gives satisfactory predictions of the responses of steel connections up to post-failure deformations. |
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| AbstractList | Behaviour of steel connections in fire is a multi-dimensional problem involving parameters such as temperature, tying forces and large deformations. Investigation of this behaviour will remain one of the main subjects for fire engineering research in the coming years. Finite element simulation plays an important role in the study of connections because fire tests are expensive to perform. Unlike normal structural analyses, finite element simulation of bolted steel connections is a challenging task, as large numbers of contacts exist in the model. This leads to convergence difficulties in static solvers. This paper explores the use of an explicit dynamic solver to analyse bolted steel connections. By comparing the results with those from static analysis and tests, it is shown that the explicit dynamic solver, with proper control, gives satisfactory predictions of the responses of steel connections up to post-failure deformations. |
| Author | Davison, J.B. Yu, Hongxia Plank, R.J. Burgess, I.W. |
| Author_xml | – sequence: 1 givenname: Hongxia surname: Yu fullname: Yu, Hongxia email: H.Yu@sheffield.ac.uk organization: Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD, UK – sequence: 2 givenname: I.W. surname: Burgess fullname: Burgess, I.W. organization: Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD, UK – sequence: 3 givenname: J.B. surname: Davison fullname: Davison, J.B. organization: Department of Civil and Structural Engineering, University of Sheffield, Sheffield S1 3JD, UK – sequence: 4 givenname: R.J. surname: Plank fullname: Plank, R.J. organization: School of Architecture, University of Sheffield, Sheffield S10 2TN, UK |
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| Title | Numerical simulation of bolted steel connections in fire using explicit dynamic analysis |
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