Folded plate structures made of glass laminates

Marinitsch, Stefan; Schranz, Christian; Teich, Martien

doi:10.1201/b16499-53

Cited by 3 publications

(1 citation statement)

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“…Although intermediary materials are used to spread the force, high stress intensification occurs at the perimeter of the bore hole. Because of these issues, adhesive connections have been used and studied in the last years as connections for structural glass applications (Belis et al 2012;Blandini 2010;Dias et al 2012;Dispersyn et al 2015a, b;Dispersyn and Belis 2016;Dispersyn et al 2014;Huveners et al 2007;Ludwig 2014;Marinitsch et al 2014;Marinitsch et al 2015;Martens et al 2016;O'Callaghan and Coult 2007;O'Callaghan 2009;Santarsiero et al 2013aSantarsiero et al , b, 2014Schneider and Franz 2012;Silvestru and Englhardt 2014;Vogt 2009;Watson 2010;Weller et al 2011Weller et al , 2012.…”

Section: Introductionmentioning

confidence: 99%

Laminated connections for structural glass components: a full-scale experimental study

2016

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The use of glass material for structural components has drastically increased in the last decade. Among others, a laminated connection is a type of adhesive joint that makes use of foil interlayer adhesive to transfer forces between glass and metal parts. In this work, the use of embedded laminated connections is studied as connection between glass beams. In particular, it is experimentally investigated the use of embedded connections laminated to make a moment joint between laminated glass beam segments. The mechanical behaviour of such glass beams with embedded laminated connections is studied under different loading scenario. Tests are performed under monotonic, creep and damage protocol. Different geometry and location of the embedded laminated connections are compared. The results of this work showed that embedded In particular, a redundant and ductile structural behaviour of the moment connection can be achieved. Furthermore, results also showed that beams with embedded laminated connections are able to resist to severe damage scenarios and to sustain the applied load over time, even in the case of breakage of all glass panels.

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Section: Introductionmentioning

confidence: 99%

Laminated connections for structural glass components: a full-scale experimental study

2016

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Faltwerke aus Glas

Marinitsch

Schranz

Teich³

2015

Stahlbau

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Faltwerke sind ein idealer Tragwerkstyp für den flächigen Baustoff Glas. Die hierfür notwendige linienförmige Verbindung stellt eine Herausforderung an die konstruktive Umsetzung dar. Im folgenden Beitrag werden ein experimentelles Verbindungsdetail und die zugehörigen Grenzen der Tragfähigkeit gezeigt. Ergebnissen aus Versuchen werden numerische Werte an die Seite gestellt. Der Aufsatz behandelt des weiteren Fragen zur Interaktion unter kombinierter Belastung und den Einfluss des Knickwinkels auf die Auslastung der Verbindung. Geschlossen wird mit einem Ausblick auf notwendige weiterführende Forschung. Folded Plate Structures in Glass. Folded plate structures seem an optimal structural typology for the flat and thin material glass. The required linear connection is a challenge for the joint design. This paper presents an experimental connection detail together with its loading limits. The values obtained by testing are compared to numerical results. In the following, questions related to load interaction are discussed, as well as the influence of the kink between two plates on the connection’s utilisation. Limitations of digital prototyping will be touched on as well as required future research.

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Entwicklung eines linearen Verbindungsdetails für Faltwerke aus Glas

Schranz

Marinitsch

2016

Stahlbau

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Faltwerke sind ein idealer Tragwerkstyp für den flächigen Baustoff Glas. Die hierfür notwendige linienförmige Verbindung stellt eine Herausforderung für die konstruktive Umsetzung dar. Aufbauend auf der Diskussion vorhandener Detaillösungen und daraus abgeleiteten Entwurfszielen wird im folgenden Beitrag der Entwicklungsprozess für ein experimentelles Verbindungsdetail skizziert. Der Beitrag schließt mit einer Zusammenfassung der erreichten Eigenschaften. Development of a linear connection detail for Folded Plate Structures in Glass.Folded plate structures seem an optimal structural typology for the flat and thin material glass. The required linear connection is a challenge for the joint design. Following a review of existing connection details and derived design objectives the development process for a new connection detail is outlined. The paper closes with a summary of the achieved characteristics.

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Folded plate structures made of glass laminates

Cited by 3 publications

References 1 publication

Laminated connections for structural glass components: a full-scale experimental study

Laminated connections for structural glass components: a full-scale experimental study

Faltwerke aus Glas

Entwicklung eines linearen Verbindungsdetails für Faltwerke aus Glas

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