Cover image for COST action TU0905 mid-term conference on structural glass
Title:
COST action TU0905 mid-term conference on structural glass
Publication Information:
Boca Raton, Fla. : CRC Press, 2013
Physical Description:
xvi, 584 pages : illustrations ; 25 cm.
ISBN:
9781138000445

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30000010337968 NA4140 C67 2013 Open Access Book Book
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Summary

Summary

The application of glass as a structural material may seem surprising initially, yet pioneering glass structures were first built two decades ago already. Ever since, Structural Glass has been developing at a very high pace thanks to very intensive scientific and industrial research and new technological developments.

Right at the heart of these rapidly evolving developments, the European COST Action TU0905 'Structural Glass - Novel Design Methods and Next Generation Products' is active. With its main goals of unifying, harmonizing and boosting the ongoing developments in structural glass research, COST Action TU0905 frequently organizes international expert meetings and Training Schools, and supports scientific research missions.

This proceedings volume of the COST Action TU0905 Mid-term Conference on Structural Glass offers a great insight into the latest developments in Structural Glass by means of more than 60 peer-reviewed papers by nearly 140 authors. Contributions cover all major topics in the field, ranging from in-depth material investigations to full glass structures and facades. As such, it represents an appealing work on this very young and dynamic field, and is intended for a global readership of researchers and practitioners, including structural and civil engineers, architects, material scientists, building consultants, contractors, material suppliers and product manufacturers, as well as other professionals involved in the design and realization of structural glass projects.

The COST Action TU0905 Mid-Term Conference was held as a unique event, strongly embedded in COST Action TU0905 'Structural Glass - Novel Design Methods and Next Generation Products'. As such, it reflects the Action's strong position as probably the largest Structural Glass research network worldwide, and disseminates the ultimate COST philosophy: true cooperation in Science and Technology.


Table of Contents

T. Rouxel and P. SellappanM. Fröling and K. Persson and P.-E. AustrellM. Netusil and M. Eliasova and P. Bouska and M. VokacM. Premrov and B. Dujic and B. BerV.A. Silvestru and M. Zellinger and O. EnglhardtA. Krstic-Furundzic and T. Kosic and J. TerzovicO. Marina and A. Trombeva Gavriloska and A. Petrovski and M. MatevskaB. MarradiJ. NeugebauerE. Trösch and B. Kassnel-HennebergB. Bozsó and L.G. VighM. Bugarin and Z. DomazetA. Ramos and F. Pelayo and M.J. and Lamela and A. Fernández Canteli and M.C. Huerta and A. PaciosF. Wellershoff and G. Lori and M. Zobec and K. OsterlandV. Zegarac Leskovar and M. Premrov and K. VidovicM. Zobec and G. Lori and T. Ngo and C. Nguyen and R. LumantarnaE. Mognato and A. BarbieriA. Pacios-Alvarez and M.C. Huerta and J. Sánchez and A. CalleS. Reich and B. Weller and N. Dietrich and S. PfefferkornP. Hof and M. OechsnerM.C. Huerta and A. Pacios and A. Germán and M.J. Lamela and A. Fernández Canteli and F. CapelG. Molnár and I. Bojtár and J.H. NielsenC. Ronchetti and G. SalernoS. Schula and J. SchneiderS. Schula and J. Schneider and M. Vandebroek and J. BelisM. Vandebroek and J. Belis and C. Louter and G. MolnárD. Antolinc and R. Zarnic and M. Stepinac and V. Rajcic and L. Krstevska and L. TashkovB. Ber and M. Premrov and A. Štrukelj and M. KuhtaP.J.S. Cruz and I. Valente and P.L. Carvalho and B. Marinho and S. RibeiroJ. Eriksson and M. Ladvigsson and M. Dorn and B. Enqidst and E. SerranoC. Louter and A. Pérez and T. Jordan and J.-P. LebetE. Speranzini and S. AgnettiN. Penkova and V. Iliev and J. NeugebauerS. Briccoli Bad and M. Fagone and G. RanocchiaiC. DavisD. Delincé and J. BelisK. Éreth and L.G. Vigh and L. HorváthG.F. Savineau and C. Butchart and D. Delincé and R. SpeelmanA. Tomasi and D. Mocibob and B. van de Linde and F. Wellershoff and K. KoldtoftS. Van Dam and J. Pelfrene and W. Van Paepegem and J. Degrieck and D. Lecompte and J. VantommeF. Wellershoff and M. PohlW. Wittwer and T. SchwarzF. Bernard and B. Krour and S. Benyoucef and B. FahsiC. Louter and J.H. NielsenJ. Pelfrene and S. Van Dam and W. Van Paepegem and J. DegrieckM. Santarsiero and C. Louter and P.L. Carvalho and P.J.S. CruzE.H.J. and ten BrinckeM. Tibolt and O. Hechler and C. OdenbreitC. Bedon and C. AmadioC. Bedon and J. BelisR. Brugues and S. Pierce and S. Plana and C. Teixidor and J. TrresP.L. Carvalho and P.J.S. Cruz and F.A. VeerJ. Dispersyn and J. Belis and V. Dias and C. OdenbreitJ. NeugebauerJ.H. NielsenM. Santarsiero and C. Louter and J.-P. LebetR.R. GreenD. Honfi and M. OverendS. LefakiP. Lenk and N. JendzelovskýG. Vasilchenko-Malishev and P. WilsonM. Vandebroek and J. Belis and C. LouterR. Karvinen
Prefacep. xi
Conference organizationp. xiii
Acknowledgementsp. xv
Keynote Lecture
Mechanical damage at glass surfacep. 3
Actions on Glass Structures
A reduced model for glass structures subjected to dynamic impact loadsp. 9
Use of single layered toughened glass for sound barriersp. 17
Glazing influence on the seismic resistance of prefabricated timber-framed buildingsp. 25
Hybrid glass structures for building skins - actions and requirementsp. 33
Architectural Geometries with Glass
Architectural aspect of structural glass roof designp. 45
Design of metal-glass pavilion in urban protected area based on Voronoi generated structurep. 53
Function follows form... Strategies for integrated design of complex glass envelopesp. 61
Applications for curved glassp. 69
Load-bearing behaviour of splice-laminated glass beams for wide spansp. 77
Facades
Assessment of Eurocode 8 limited damage criteria for frame glazed stick wallsp. 95
Development of interactive double skin glass facade with external structural envelopep. 103
Evaluation of damping properties of structural glass panes under impact loadingp. 113
Structural design of blast enhanced cable net facadesp. 121
Architectural geometry of timber-glass buildings and its impact on energy flows through building skinp. 133
Innovative design tool to optimize blast enhanced façade systemsp. 141
Glass Failure Analysis
The breakage of glass - Thermal shock and nickel sulfide inclusionp. 155
Post-fracture behaviour of laminated plates after human impact testp. 165
Usage of elastic strain energy for the higher residual strengthp. 173
Glass Strength & Ageing of Glass
General technical approval for curved annealed and curved tempered glass in Germanyp. 183
Improving with FEM the glass fracture stress obtained from coaxial double ring testp. 189
Ongoing model development analyzing glass fracturep. 197
Structural glass lifetime prediction model based on environmental variablesp. 205
Characterization of the scratch visibility of annealed and tempered soda-lime-silicate glassp. 215
Fracture strength of glass, engineering testing methods and estimation of characteristic valuesp. 223
Ratio of mirror zone depth to flaw depth after failure of glass beamsp. 235
Hybrid Glass Components
Simulation of earthquake load imposed on timber-glass composite shear wall panelp. 245
Experimental study of timber-glass composite wall elementsp. 253
Experimental analysis on steel reinforced glass beams at different temperaturesp. 261
Load bearing timber glass composites - A WoodWisdom-Net project for innovative building systemp. 269
Post-tensioned structural glass beams - Experimental investigationsp. 277
Post-cracking behaviour of reinforced glass beamsp. 285
Insulating Glass Units
Thermal-mechanical behaviour of insulating glass unitsp. 295
Laminated Glass & Interlayer Properties
Experimental determination and numerical description of viscoelastic properties of glass interlayerp. 307
Meeting the challenges of the modern world with liquid composite laminated glassp. 317
Experimental assessment of polymers in glass constructionsp. 323
Strain rate effects on bending capacity of laminated glass panesp. 331
Characterization of interlayer properties - TG06 Status Reportp. 339
TEC facade - Glass as functional facade elementp. 349
A new experimental test set-up for investigating impact resistance of laminated glassp. 359
Snow load collectives and design shear moduli for laminated safety glassp. 367
A material law for shear load and creep behaviour of glass laminatesp. 377
Numerical Modeling & Experimental Validation
Analysis of the debonding risks and the failure of laminated glass thanks to a coupled analytical-numerical investigationp. 391
Numerical analyses of the effect of SG-interlayer shear stiffness on the structural performance of reinforced glass beamsp. 405
Numerical simulation of elastic, fracture and post-failure response of monolithic and laminated glass under impact loadingp. 413
Experimental and numerical investigations of metal-to-glass embedded connections with thin stainless steel platep. 421
Numerical analysis of hot deformed corrugated glass platesp. 429
Numerical investigation of insulation glass units with undercut point fittingsp. 437
Stability of Glass Components
Buckling analysis of monolithic and laminated glass elements eccentrically compressedp. 449
Analytical, numerical and experimental prediction of lateral torsional buckling of PVB and SG laminated glass beamsp. 457
Structural Glass Connections
From design to reality - fabricating and assembling two pleated double-curved glass shell structuresp. 467
Connecting through reinforcement - Experimental analysis of the temperature dependent behaviourp. 477
Determination of the material properties of an epoxy and MS-polymer for adhesive point-fixingsp. 485
Stainless steel fabric as a connection system for bomb blast glassp. 493
Numerical investigation of a novel connection in tempered glass using holes drilled after temperingp. 499
Parametric numerical investigation of adhesive laminated point connectionsp. 507
Structural Glass Design Philosophy
Philosophical questions of designing glass - The need for a structural glass standardp. 519
Glass structures - Learning from expertsp. 527
Revaluating architecture with glassp. 537
Structural glass - Review of design philosophies & analysis methodsp. 545
Design and construction of the feature glass stair for the new Mariinsky Theatre, St Petersburg, Russiap. 555
Thermal Fracture of Glass
Thermal breakage of glassp. 563
Thermal Tempering of Glass
Heat transfer phenomena and theories governing residual stress formation in glass temperingp. 573
Index
Author indexp. 583