Lottman, B. B. G. ; Koenders, E. A. B. ; Blom, C. B. M. ; Walraven, J. C. (2013)
Spalling of concrete due to fire exposure: A coupled fracture mechanics and pore pressure approach.
MATEC Web of Conferences 6, 05002 (2013) Concrete Spalling due to Fire Exposure: Proceedings of the 3rd International Workshop. Paris, France (25 - 27 September 2013)
Conference or Workshop Item, Bibliographie
Abstract
In this paper results are presented from a by STW funded research project “spalling of concrete due to fire exposure” between Eindhoven University of Technology and Delft University of Technology and aimed at developing an integral spalling model. In this paper two coupled Finite Element based models are presented in which the first model describes the physical behaviour of concrete and is used to determine the temperature and pore pressure development and the second model describes the fracture mechanics behaviour of concrete and is used to determine the crack development.
| Item Type: | Conference or Workshop Item |
|---|---|
| Erschienen: | 2013 |
| Creators: | Lottman, B. B. G. ; Koenders, E. A. B. ; Blom, C. B. M. ; Walraven, J. C. |
| Type of entry: | Bibliographie |
| Title: | Spalling of concrete due to fire exposure: A coupled fracture mechanics and pore pressure approach |
| Language: | English |
| Date: | September 2013 |
| Publisher: | EDP Sciences |
| Event Title: | MATEC Web of Conferences 6, 05002 (2013) Concrete Spalling due to Fire Exposure: Proceedings of the 3rd International Workshop |
| Event Location: | Paris, France |
| Event Dates: | 25 - 27 September 2013 |
| URL / URN: | http://resolver.tudelft.nl/uuid:6ff0c121-56a4-4621-8943-f2f3... |
| Abstract: | In this paper results are presented from a by STW funded research project “spalling of concrete due to fire exposure” between Eindhoven University of Technology and Delft University of Technology and aimed at developing an integral spalling model. In this paper two coupled Finite Element based models are presented in which the first model describes the physical behaviour of concrete and is used to determine the temperature and pore pressure development and the second model describes the fracture mechanics behaviour of concrete and is used to determine the crack development. |
| Divisions: | 13 Department of Civil and Environmental Engineering Sciences 13 Department of Civil and Environmental Engineering Sciences > Institute of Construction and Building Materials |
| Date Deposited: | 08 Jun 2015 15:00 |
| Last Modified: | 01 Jun 2016 07:25 |
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