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| We all know that glass lamination is the process of bonding two or more panes of glass with a flexible interlayer in between. Sounds simple. But is it always so in practice?
| Theoretical Study on a Highly Transparent Building Made with Long-Spanned TVT Portals Braced with Hybrid Glass-Steel Panels
| Do you still spend precious time doing the meticulous task of manually counting glass cullets for a glass fragmentation test? Or maybe your modern counting tool is not exactly the gold standard? If so, we have some good news for you!
| Research deals with the effect of using color in aesthetic taste of architectural interfaces as one of the most important problems affecting the architectural form.
| An Initial Study Towards Optimized Structural Assessment of Glass Components
| Constructions at exceptional locations are often challenging but worth one’s while. Extreme boundary conditions and sophisticated demands of the client have to be considered.
| For years and years research, development and discussions have been made on the safety of glass structures.
| Building code requirements for wind-borne debris protection have been in existence since the mid- 1990s, and as a result, many glazing systems have been tested and certified to these performance requirements.
| For nearly 50 years, glass has been used as structural elements in glass fin applications. These applications include interior and exterior projects, supporting facades, canopies, storefronts, curtain walls and skylights.
| Originally developed for glazing in hurricane zones, SentryGlas® ionoplast interlayers are significantly stiffer than standard PVBs such as Butacite®.
| Post breakage strength of glass is still an unknown area as analytical models for this are inconclusive so far and thus destructive testing is the only reliable solution.
| The Swiss society of engineers and architects (SIA) initiated a structural glass standard committee with the task to develop a Swiss glass design standard.
| The present work uses non-linear material laws for FEA and exhibits the behavior of the sealant joint in various load scenarios on several projects.
| The present paper presents an ongoing research project considering the failure of glass at high strain-rates. It provides a brief review of existing studies showing a strength increase with loading rates relevant for e.g. blast loads.
| In this work, a combined Voronoi and finite-discrete element method (FDEM) approach for reconstructing the post-fracture model of laminated glass (LG) was proposed.
| The load-bearing capacity of glass as a structural material as well as sustainability and resistance of a built-in glass against appearing loads and forces is assuming an ever-greater importance.
| This study forms part of a wider research programme that aims to better address the end-of-life challenges and opportunities in façade design for re-use.
| This paper presents the experimental results of a three-point bending test conducted on laminated glass at elevated temperature in an environmental chamber.
| Dynamic mechanical analysis (DMA) experiments were carried out on three different Saflex® interlayers from commercial production, all at a nominal thickness of 0.76 mm.
| The study describes the results of the principal applicability of fiber optic strain sensors to evaluate the structural behaviour of laminated glass and provides the basis to define a model for the material characteristics of viscoelastic interlayers.
| In today’s architecture the bending of glass plays an important role in achieving free forms in modern façades.
| The simulation tool provides an accurate definition of the internal pressure, deflection and stress on glass panels and forces through the sealant silicone with a reduced pre-post and calculation time, being ideal for parametric studies.
| The determination of interlayer modulus data is complex.
| Here, comparisons are made with numerical analyses, performed by implementing an ad hoc routine in the software Straus7, developed by Maffeis Engineering.
| The structural glass for this globe structure is created with laminated double curved glass panels patch supported by a steel structure.