Behaviour of monolithic and laminated glass exposed to radiant heating

Debuyser, Michaël; Sjöström, Johan; Lange, David; Honfí, Dániel; Sonck, Delphine; Belis, Jan

doi:10.1016/j.conbuildmat.2016.09.139

Cited by 47 publications

(44 citation statements)

References 8 publications

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“…ermal properties of PVB and SG foils, up to 340°C, were also reported ( Figure 8). Test results collected in [16]-even limited to maximum temperatures of 340°C-generally showed a close correlation with past literature references for SLS glass [67,68] (Figure 8). Worth of interest is also the thermal characterization of PVB and SG foils.…”

Section: Advances In Civil Engineeringsupporting

confidence: 66%

“…In this regard, Debuyser et al [16] investigated the behaviour of monolithic and triple-layer LG specimens composed of standard AN glass, under the e ects of radiant heating. Nominal thicknesses of glass panes of 6 mm, 10 mm, and 15 mm were taken into account, being bonded together in LG sections by PVB or SG layers (0.76 mm or 1.52 mm the thickness of interlayer foils).…”

Section: Advances In Civil Engineeringmentioning

confidence: 99%

“…Special care has been spent also for the analysis and design of glazing systems under extreme loads, such as explosive events [7][8][9], seismic loads [10][11][12][13], natural hazards and climatic loads [14,15], re [16,17], and impacts [18][19][20].…”

Section: Introductionmentioning

confidence: 99%

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Structural Glass Systems under Fire: Overview of Design Issues, Experimental Research, and Developments

Bedon

2017

Advances in Civil Engineering

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Architectural design concepts incorporating glass beams, panels, or generally load-carrying elements and sti eners for buildings, claddings, windows, and partitions are largely considered in modern high-rise constructions. A multitude of aspects, including motivations related to transparency, aesthetics, illumination, and energy conservation, progressively increased the use and interest for such a still rather innovative constructional material. However, compared to other traditional materials for buildings, standard glass is typically characterized by brittle behaviour and limited tensile resistance. e intrinsic properties of glass, moreover, together with typically limited thickness-to-size ratios for glazing elements, or the mutual interaction of glass components with adjacent constructional elements as a part of full assemblies they belong (i.e., xing systems, sealants, etc.), as well as the combination of mechanical and thermal phenomena, make glass structures highly vulnerable. Special safety design rules are hence required, especially under extreme loading conditions. In this review paper, a state of the art on structural glass systems exposed to re is presented. Careful consideration is paid for actual design methods and general regulations, as well as for existing research outcomes-both at the material and assembly levels-giving evidence of current challenges, issues, and developments.

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Section: Advances In Civil Engineeringsupporting

confidence: 66%

Section: Advances In Civil Engineeringmentioning

confidence: 99%

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Structural Glass Systems under Fire: Overview of Design Issues, Experimental Research, and Developments

Bedon

2017

Advances in Civil Engineering

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“…More information on modelling can be found in e.g. (Debuyser et al [18], Bedon et al [19]). Application of various materials and coatings within and on laminated glass has a significant influence on the mechanical and thermal properties of structural glass elements in fire (Sjöström et al [20]).…”

Section: Thermo-mechanical Modellingmentioning

confidence: 99%

Behavior of load‐bearing glass at elevated temperature

et al. 2018

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The use of glass as a structural material has increased in the built environment over the last decades. Despite the large number of research projects and studies, it still poses difficulties in structural design. This particularly applies to the behaviour of glass in fire and under elevated temperatures since the available data on temperature dependent mechanical and thermal properties of glass is still limited. This contribution provides a brief overview of material properties of glass at elevated temperature and elaborates on current requirements for the fire safety included in standards.

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“…Glass façades are increasingly used in high-rise buildings, but due to its brittleness, the glass may break and fall out very easily when subject to a fire [1,2]. The fallout of glass can form a new vent that will allow fresh air entrance and fire spread, accelerating the fire development significantly and initiating the occurrence of flashover or backdraft.…”

Section: Introductionmentioning

confidence: 99%

The effect of glass panel dimension on the fire response of glass façades

Wang

Zhang²,

Wang

et al. 2018

Construction and Building Materials

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Different sizes and shapes of glass products are increasingly employed in building envelopes, but little is known about the effect of glass panel dimension on the fire safety of glass façades. In the present work, two experiments with glass dimensions of 300×300×6 mm 3 and 600×600×6 mm 3 were conducted to verify a finite element method model in the authors' in-house software. Then, a total of 27 numerical cases were designed. The glass panel with dimensions from 100×100 mm 2 to 1000×1000

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Behaviour of monolithic and laminated glass exposed to radiant heating

Cited by 47 publications

References 8 publications

Structural Glass Systems under Fire: Overview of Design Issues, Experimental Research, and Developments

Structural Glass Systems under Fire: Overview of Design Issues, Experimental Research, and Developments

Behavior of load‐bearing glass at elevated temperature

The effect of glass panel dimension on the fire response of glass façades

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