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Composite Behaviour of Textile Reinforced Reactive Powder Concrete Sandwich Façade Elements

Flansbjer, Mathias (författare)
RISE,Safety
Williams Portal, Natalie (författare)
RISE,Safety
Vennetti, Daniel (författare)
RISE,Safety
visa fler...
Mueller, Urs (författare)
RISE,CBI Betonginstitutet
visa färre...
 (creator_code:org_t)
2018-11-20
2018
Engelska.
Ingår i: International Journal of Concrete Structures and Materials. - : Springer Science and Business Media LLC. - 1976-0485 .- 2234-1315. ; 12:1
  • Tidskriftsartikel (refereegranskat)
Abstract Ämnesord
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  • Within the EC funded project smart elements for sustainable building envelopes, carbon textile reinforcement was incorporated into reactive powder concrete, namely textile reinforced reactive powder concrete (TRRPC), to additionally improve the post-cracking behaviour of the cementitious matrix. This high-performance composite material was included as outer and inner façade panels in prefabricated and non-load bearing sandwich elements along with low density foamed concrete (FC) and glass fibre reinforced polymer continuous connecting devices. Experiments and finite element analysis (FEA) were applied to characterize the structural performance of the developed sandwich elements. The mechanical behaviour of the individual materials, components and large-scale elements were quantified. Four-point bending tests were performed on large-scale TRRPC-FC sandwich element beams to quantify the flexural capacity, level of composite action, resulting deformation, crack propagation and failure mechanisms. Optical measurements based on digital image correlation were taken simultaneously to enable a detailed analysis of the underlying composite action. The structural behaviour of the developed elements was found to be highly dependent on the stiffness and strength of the connectors to ensure composite action between the two TRRPC panels. As for the FEA, the applied modelling approach was found to accurately describe the stiffness of the sandwich elements at lower load levels, while describing the stiffness in a conservative manner after the occurrence of connector failure mechanisms. © 2018, The Author(s).

Nyckelord

finite element analysis (FEA)
foam concrete (FC)
four-point bending test
reactive powder concrete (RPC)
sandwich elements
textile reinforced concrete (TRC)
Bending tests
Cracks
Fiber reinforced plastics
Finite element method
Intelligent buildings
Optical correlation
Reinforced concrete
Sandwich structures
Stiffness
Structural analysis
Textiles
Foam concretes
Reactive powder concrete
Sandwich element
Textile reinforced concretes
Failure (mechanical)

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