Textilbeton für die Anforderungen der Zukunft
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1 Strength. Performance. Passion. Textilbeton für die Anforderungen der Zukunft Aurelio Muttoni, Prof. Dr., EPFL Holcim Betontagung 2018, ETH, Zürich 2018
2 The Genoa viaduct accident Holcim Betontagung 2018, ETH, Zürich
3 Introduction: Why TRC? Concrete shell in Chiasso, Switzerland, Holcim Betontagung 2018, ETH, Zürich
4 Introduction: Why TRC? Concrete shell in Chiasso, Switzerland, Holcim Betontagung 2018, ETH, Zürich
5 Introduction: Why TRC? Concrete shell in Chiasso, Switzerland, Holcim Betontagung 2018, ETH, Zürich
6 Introduction: Why TRC? Concrete shell in Chiasso, Switzerland, Holcim Betontagung 2018, ETH, Zürich
7 Introduction: Why TRC? Concrete shell in Chiasso, Switzerland, Holcim Betontagung 2018, ETH, Zürich
8 Introduction: Why TRC? SIA 262:2013 Holcim Betontagung 2018, ETH, Zürich
9 Introduction: Why TRC? What is TRC? TRC: high strength fabrics embed in fine grained high performance mortar Textile fabrics allow for tailoring of the reinforcement according to structural design Non corrosive reinforcements allow to significantly reduce concrete cover (only static requirements) Holcim Betontagung 2018, ETH, Zürich
10 Introduction: Why TRC? What is TRC? Building in a lighter and more sustainable manner: textile reinforced concrete for thin structural elements Cemsuisse project Holcim Betontagung 2018, ETH, Zürich
11 Materials: Reinforcement 2D-grid 3D-cage Holcim Betontagung 2018, ETH, Zürich
12 Materials: Reinforcement GLASS CARBON ARAMID BASALT + Non corrosive c nom 2mm + Environmental friendly high performance mortars low clinker content cement + High strength f Rov 2000 MPa (4 x B500) + Semi flexible bidirectional grid double curved structures Holcim Betontagung 2018, ETH, Zürich
13 Materials: Reinforcement Holcim Betontagung 2018, ETH, Zürich
14 Materials: Reinforcement Holcim Betontagung 2018, ETH, Zürich
15 Materials: Reinforcement High performance mortar provided by cemsuisse (Holcim): Compressive & tensile characterization (50+ test) f c = 120 MPa f ct = 4 MPa E c = 31 GPa Holcim Betontagung 2018, ETH, Zürich
16 Materials: Bond Holcim Betontagung 2018, ETH, Zürich
17 Structural response: Tension Holcim Betontagung 2018, ETH, Zürich
![F [kn] Structural response: Tension naked textile A Rov f Rov A Rov η f f Rov 1 A Rov η E E Rov Embedded textile 1 A Rov E Rov Carbon Fabric ε =](/docs-images/93/111786801/images/18-2.jpg "ΔL/L 0 [%] uncoated coated impregnated η E 0.40 0.90 0.75 0.95 0.80 1.00 η f 0.60 1.00 0.80 1.00 0.90 1.")
18 F [kn] Structural response: Tension naked textile A Rov f Rov A Rov η f f Rov 1 A Rov η E E Rov Embedded textile 1 A Rov E Rov Carbon Fabric ε = ΔL/L 0 [%] uncoated coated impregnated η E η f Holcim Betontagung 2018, ETH, Zürich
19 Potential applications Holcim Betontagung 2018, ETH, Zürich
20 Potential applications Holcim Betontagung 2018, ETH, Zürich
21 Potential applications Holcim Betontagung 2018, ETH, Zürich
22 Potential applications Exploration of min design thickness: construction of elements with t max = 10mm Combination of fabric with GFRP concentrated reinforcement (bars) Holcim Betontagung 2018, ETH, Zürich
23 Potential applications Beam Slab Holcim Betontagung 2018, ETH, Zürich
24 Potential applications Beam BV1 δ ult = 16mm, L = 2.55m Slab δ ult = 81mm, L = 2.00m Holcim Betontagung 2018, ETH, Zürich
25 Potential applications Alphashell prototype fon an airtight tube for MagLev Design thickness t max = 20mm for D = 1.5m 6 Layers of carbon fabric reinforcement Holcim Betontagung 2018, ETH, Zürich
26 Conclusions Textile reinforced concrete is a promising material for light and sustainable structures Several textile fabrics are currently available. Their suitability for different applications needs to be considered carefully New design methods accounting for the relatively brittle behaviour of the material need still to be developed The behaviour of the textile reinforcement embedded in mortar is quite different compared to the material behaviour. This shall carefully be accounted for and material characteristics provided by suppliers should be used with caution Holcim Betontagung 2018, ETH, Zürich
27 The accident of the Morandi Bridge in Genoa Holcim Betontagung 2018, ETH, Zürich
28 The accident of the Morandi Bridge in Genoa The accident is due to poor design? The accident is due to poor maintenance? Such an accident cannot occur in Switzerland? The durability of concrete bridges is not sufficient? Holcim Betontagung 2018, ETH, Zürich
29 What do we know? Some facts Holcim Betontagung 2018, ETH, Zürich
30 The accident is due to poor design? Tempul aqueduct, Spain, , L=60 m, Eduardo Torroja Pont de Donzère-Mondragon - Pierrelatte, France, L=81 m, 1952, Albert Caquot Strömsund Bridge, Sweden, , L=182 m, Franz Dischinger Maracaibo Bridge, Venezuela, , L=235 m, Riccardo Morandi Holcim Betontagung 2018, ETH, Zürich
31 The accident is due to poor design? Polcevera viaduc, Italy, , L=209 m, Riccardo Morandi Pont de Normandie, France, , L=856 m Russky Bridge, Vladivostok, Russia, , L=1 104m - - Holcim Betontagung 2018, ETH, Zürich
32 The accident is due to poor design? Citroën DS, Alfa Romeo Giulia Spider, Holcim Betontagung 2018, ETH, Zürich
33 The accident of the Morandi Bridge in Genoa The accident is due to poor design? The accident is due to poor maintenance? Such an accident cannot occur in Switzerland? The durability of concrete bridges is not sufficient? Holcim Betontagung 2018, ETH, Zürich
34
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