Numerical modelling of UHPC and TRC sandwich elements for building envelopes
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Détails bibliographiques
| Auteur(s): |
Lorenzo Miccoli
(BAM Federal Institute for Materials Research and Testing, Berlin, Germany)
Patrick Fontana (BAM Federal Institute for Materials Research and Testing, Berlin, Germany) Gabriel Johansson (CBI Swedish Cement and Concrete Research Institute, Borås, Sweden) Kamyab Zandi (CBI Swedish Cement and Concrete Research Institute, Borås, Sweden) Natalie Williams Portal (CBI Swedish Cement and Concrete Research Institute, Borås, Sweden) Urs Müller (CBI Swedish Cement and Concrete Research Institute, Borås, Sweden) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015 | ||||
| Publié dans: | IABSE Conference Geneva 2015 | ||||
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| Page(s): | 195-203 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| Année: | 2015 | ||||
| DOI: | 10.2749/222137815818357089 | ||||
| Abstrait: |
In this paper a modelling approach is presented to reproduce the mechanical behaviour of sandwich panels via finite element analysis. Two types of panels were investigated in this scope of work. The first sandwich element was a textile reinforced concrete (TRC) panel with cellular lightweight concrete insulation and the second configuration was an ultra-high performances concrete (UHPC) panel with aerated autoclaved concrete insulation. The goal was to obtain a reliable numerical strategy that represents a reasonable compromise in terms of sufficient accuracy of the element characteristics and the computational costs. The results show the possibility of describing the composite action in a full sandwich panel. The achieved modelling approach will later be used for the optimization of TRC and UHPC panels in terms of minimizing the thickness, identifying the number and location of connectors, as well as evaluating varying anchorage systems. |
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