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Numerical modelling of UHPC and TRC sandwich elements for building envelopes

 Numerical modelling of UHPC and TRC sandwich elements for building envelopes
Author(s): , , , ,
Presented at IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, published in , pp. 195-203
DOI: 10.2749/222137815818357089
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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. Th...
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Bibliographic Details

Author(s): (BAM Federal Institute for Materials Research and Testing, Berlin, Germany)
(BAM Federal Institute for Materials Research and Testing, Berlin, Germany)
(CBI Swedish Cement and Concrete Research Institute, Borås, Sweden)
(CBI Swedish Cement and Concrete Research Institute, Borås, Sweden)
(CBI Swedish Cement and Concrete Research Institute, Borås, Sweden)
(CBI Swedish Cement and Concrete Research Institute, Borås, Sweden)
Medium: conference paper
Language(s): English
Conference: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Published in:
Page(s): 195-203 Total no. of pages: 9
Page(s): 195-203
Total no. of pages: 9
Year: 2015
DOI: 10.2749/222137815818357089
Abstract:

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.

Keywords:
finite element analysis FEA autoclaved aerated concrete (AAC) sandwich elements ultra-high performance concrete (UHPC) textile reinforced concrete (TRC) cellular lightweight concrete (CLC)