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B. Ber, M. Premrov, A. Štrukelj (2016)
Finite element analysis of timber-glass wallsGlass Structures & Engineering, 1
M. Kozłowski, M. Dorn, E. Serrano (2015)
Experimental testing of load-bearing timber–glass composite shear walls and beamsWood Material Science & Engineering, 10
Rok Frangež, B. Ber, M. Premrov (2018)
EXPERIMENTAL AND NUMERICAL INVESTIGATIONS OF TIMBER-GLASS SHEAR WALLS
M. Premrov, B. Ber, A. Štrukelj (2017)
CYCLIC AND SHAKING-TABLE TESTS OF TIMBER–GLASS BUILDINGSTHE INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS AND EXPERIMENTAL MEASUREMENTS, 5
Emp Huveners (2002)
Circumferentially adhesive bonded glass panes for bracing steel frames in facades
(2011)
A contribution to the calculation and sizing of glued and embedded timber-glass composite panes
(2012)
Adhesive joint for structural timber/glass applications: experimental testing and evaluation methods
C. Amadio, Chiara Bedon (2016)
Effect of circumferential sealant joints and metal supporting frames on the buckling behavior of glass panels subjected to in-plane shear loadsGlass Structures & Engineering, 1
M. Premrov, V. Leskovar, K. Mihalič (2016)
Influence of the building shape on the energy performance of timber-glass buildings in different climatic conditionsEnergy, 108
A. Štrukelj, B. Ber, M. Premrov (2015)
Racking resistance of timber-glass wall elements using different types of adhesivesConstruction and Building Materials, 93
(2013)
Assessment of the suitability of adhesives for load-bearing timber-glass composite elements
Chiara Bedon, C. Amadio (2018)
Buckling analysis and design proposal for 2-side supported double Insulated Glass Units (IGUs) in compressionEngineering Structures, 168
Emp Huveners, V. Herwijnen, F. Soetens, H. Hofmeyer (2007)
Mechanical shear properties of adhesives
B. Ber, M. Premrov, A. Štrukelj, M. Kuhta (2014)
Experimental investigations of timber–glass composite wall panelsConstruction and Building Materials, 66
B. Ber, I. Šušteršič, M. Premrov, A. Štrukelj, B. Dujič (2015)
Testing of timber–glass composite walls, 168
Louise Blyberg, M. Lang, Karin Lundstedt, M. Schander, E. Serrano, Magnus Silfverhielm, C. Stålhandske (2014)
Glass, timber and adhesive joints - Innovative load bearing building componentsConstruction and Building Materials, 55
Chiara Bedon, C. Amadio (2016)
A Unified Approach for the Shear Buckling Design of Structural Glass Walls with Non-Ideal RestraintsAmerican Journal of Engineering and Applied Sciences, 9
An extensive parametric numerical study was performed after completed experimental campaign of timber-glass hybrid walls (TGW and TGWE). 36 timber-glass models (TG) with different outer dimensions were built and analysed with a goal to capture the basic response of mechanically tested timber-glass walls and to determine the racking stiffness of the calculated numerical models. Timber frame was modelled using linear beam elements with hinges in all four corners, an IGU was modelled as a multilayer shell and finally a layer of adhesive was modelled with linear and nonlinear springs, which were distributed circumferentially around the edge of IGU and connected onto a timber frame. Normal and shear stiffness coefficients for linear-elastic springs were calculated, while for nonlinear springs a special series of mechanical tests on polyurethane (PU) adhesive was performed since a lack of data available in addition to the desired amount of information needed for the numerical analysis. Uniaxial tension, compression and shear tests were made to obtain the results in form of the load-displacement curve, which presented a direct input for nonlinear normal and shear springs of the mathematical model. For each compression and tension mechanical test three specimens were prepared and tested up to rupture, while a double-lap shear test was conducted using two specimens giving two results each. PU adhesive specimens of the first series had dimensions of 50 mm $$\times $$ × 50 mm and thickness of 5.0 mm. Mechanical tests were repeated for two additional thicknesses of PU adhesive, namely 7.0 mm and 9.0 mm. After completed experimental investigation on PU adhesive joint, together 108 numerical models with different external dimensions were analysed in commercial code SAP2000. Having the correct information about the stiffness of the single TG shear wall one can calculate the stiffness of the entire timber-glass building built with such walls.
Glass Structures & Engineering – Springer Journals
Published: Sep 19, 2018
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