Experimental and Numerical Analysis of a Glass-to-Steel Joint

Amadio, Claudio; Luca, Odette; Fedrigo, C.; Sandri, C.

doi:10.1061/(asce)0733-9445(2008)134:8(1389)

Cited by 12 publications

(5 citation statements)

References 6 publications

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“…Bolted tempered glass connections were investigated also in refs . As a common issue of most of the existing research studies, analytical formulations of practical use were proposed by several researchers, to account for the actual distribution of stresses near glass holes, see for example . Mocibob assessed experimentally and numerically the in‐plane load bearing performance of small‐scale bolted joints consisting of M20 stainless steel bolts and small HS glass plates (200 × 500 mm), including variations in the resisting section features (6 mm, 2 × 6 mm + 1.52 mm PVB, or 2 × 8 mm + 1.52 mm PVB), as well as accounting for small eccentricities in the imposed compressive loads.…”

Section: Existing Research On Small‐scale Components and Materialsmentioning

confidence: 99%

Transparency in Structural Glass Systems Via Mechanical, Adhesive, and Laminated Connections ‐ Existing Research and Developments

Bedon

Santarsiero²

2018

Adv Eng Mater

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The consistent architectural transparency demand in buildings is highly promoting the structural use of glass, in combination or to replace loadbearing components made of traditional constructional materials. Despite its huge application in facades, roofs, envelopes, frame components, however, glass still represents a rather innovative and not well-known material, requiring specific design conceptsm and further extended studies, toward the fulfillme nt of safe design requirements. A key role in glass systems and assemblies involving multiple components is given to connections. Major issues in their design, consequently, arise from restraining single glazing elements, as well as from ensuring their mechanical interaction with other constructional systems, as a part of full 3D buildings, including several materials, and various loading/boundary conditions. In this paper, an overview of typical connection types in use for glass systems is presented, with special consideration for mechanical, adhesive, and laminated adhesive connections, giving evidence of their typical applications, evolution, current design issues. Existing research and major projects are also discussed, both at the material/component level as well as at the assembly level.

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Section: Existing Research On Small‐scale Components and Materialsmentioning

confidence: 99%

Transparency in Structural Glass Systems Via Mechanical, Adhesive, and Laminated Connections ‐ Existing Research and Developments

Bedon

Santarsiero²

2018

Adv Eng Mater

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“…In the past, experimental studies (large scale and destructive testing) were mainly conducted to assess the load-bearing behavior of structural glass elements or singularities, e.g. such as holes and connectors [9,10] or delamination [11]. Numerical studies are rare.…”

Section: Introductionmentioning

confidence: 99%

Numerical representation of fracture patterns and post-fracture load-bearing performance of thermally prestressed glass with polymer foil

Saputra

Behnke

Xing

et al. 2021

Engineering Structures

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“…Due to the fragile nature of this material, connections between structural glass components represent one of the main critical aspects of glass engineering (Amadio et al 2008;Baitinger 2009;Beyer and Seel 2012;Beyer 2007;Maniatis 2006;Mocibob and Belis 2010;Mocibob 2008;Overend and Maniatis 2007;Overend et al 2013;Siebert and Herrmann 2010;Watson et al 2013). This is because glass cannot plastically redistribute the stress peaks occurring where forces are transferred between components.…”

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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Experimental and Numerical Analysis of a Glass-to-Steel Joint

Cited by 12 publications

References 6 publications

Transparency in Structural Glass Systems Via Mechanical, Adhesive, and Laminated Connections ‐ Existing Research and Developments

Transparency in Structural Glass Systems Via Mechanical, Adhesive, and Laminated Connections ‐ Existing Research and Developments

Numerical representation of fracture patterns and post-fracture load-bearing performance of thermally prestressed glass with polymer foil

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

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