Technical Papers
Jul 27, 2017

Flexural Creep Behavior of Full-Scale Laminated Glass Panels

Publication: Journal of Structural Engineering
Volume 143, Issue 10

Abstract

This paper presents experimental and analytical investigations on the creep response of full-scale laminated glass panels. The experimental study comprised relatively long-term (350-h) flexural creep tests on full-scale 3-layer Polyvinyl butyral (PVB)-laminated and 4-layer SentryGlas (SG)-laminated glass panels. The experimental data were fit using Findley’s power law, and the resulting creep deformation predictions were compared with those obtained considering different interlayers’ material models available in the literature, most of which are based on dynamic mechanical analyses (DMA). The results obtained confirm that PVB-laminated glass panels present significantly higher creep deformations than those made of SG. Findley’s power law was able to accurately simulate the deflections of both laminated glass panels measured in the tests. For the PVB panel, long-term (50-year) deflection predictions using the DMA-based material models from the literature were considerably higher than those using Findley’s power law. For the SG panel, although an overall better agreement was observed between Findley’s power law and deflection predictions from material models available in the literature, significant differences were still encountered, namely for the DMA-based material model.

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Acknowledgments

The authors wish to acknowledge FCT and ICIST/CERIS for funding this research and MARTIFER and Dr. Sérgio Cruz for supplying the laminated glass panels and for technical support. The first author also wishes to thank FCT for financial support through his Ph.D. scholarship SFRH/BD/80234/2011.

References

Abaqus [Computer software]. SIMULIA, Providence, RI.
Bank, L. C. (2006). Composites for construction: Structural design with FRP materials, Wiley, New York.
Behr, R. A., Minor, J. E., and Linden, M. P. (1986). “Load duration and interlayer thickness effects on laminated glass.” J. Struct. Eng., 1441–1453.
Belis, J. (2005). “Kipsterkte van monolithische en gelamineerde glazen liggers.” Ph.D. thesis, Ghent Univ., Ghent, Belgium.
Belis, J., Depauw, J., Callewaert, D., Delincé, D., and Van Impe, R. (2009). “Failure mechanisms and residual capacity of annealed glass/SGP laminated beams at room temperature.” Eng. Fail. Anal., 16(6), 1866–1875.
Bennison, S. J., Qin, M. H., and Davies, P. S. (2008). “High-performance laminated glass for structurally efficient glazing.” Innovative light-weight structures and sustainable facades, Hong Kong, 1–12.
Bennison, S. J., Smith, C. A., Van Duser, A., and Jagota, A. (2002). “Structural performance of laminated glass with a ‘Stiff’ interlayer.” ASTM STP 1434, ASTM, West Conshohocken, PA.
Bennison, S. J., Stelzer, I., Davies, P. S., and Sloan, J. G. (2009). “Calculation methods for the structural behavior of laminated glass.” Proc., Glass Perfomance Days 2009, Tampere, Finland, 433–434.
Bos, F. P. (2009). “Safety concepts in structural glass engineering towards an integrated approach.” Ph.D. thesis, Delft Univ. of Technology, Delft, Netherlands.
Callewaert, D. (2012). “Stiffness of glass/ionomer laminates in structural applications.” Ph.D. thesis, Ghent Univ., Ghent, Belgium.
CEN (European Committee for Standardization). (2002). “Eurocode 0: Basis of structural design.” EN 1990, Brussels.
CEN (European Committee for Standardization). (2012). “2012 Glass in building—Basic soda lime silicate glass products. Part 8: Supplied and final cut sizes.” EN 572-8, Brussels.
D’Haene, P., and Savineau, G. (2007). “Mechanical properties of laminated safety glass—FEM Study.” Proc., Glass Performance Days 2007, Tampere, Finland, 594–598.
Ferry, J. D. (1980). Viscoelastic properties of polymers, 3rd Ed., Wiley, New York.
Findley, W. N. (1987). “26-year creep and recovery of poly(vinyl chloride) and polyethylene.” Polym. Eng. Sci., 27(8), 582–585.
Findley, W. N., Lai, J. S., and Onaran, K. (1976). Creep and relaxation of nonlinear viscoelastic materials: With an introduction to linear viscoelasticity, Dover Publications, New York.
Galuppi, L., and Royer-Carfagni, G. (2012). “Laminated beams with viscoelastic interlayer.” Int. J. Solids Struct., 49(18), 2637–2645.
Garrido, M., Correia, J. R., Branco, F. A., and Keller, T. (2014). “Creep behaviour of sandwich panels with rigid polyurethane foam core and glass-fibre reinforced polymer faces: Experimental tests and analytical modelling.” J. Compos. Mater., 48(18), 2237–2249.
Gonilha, J. A., Correia, J. R., and Branco, F. A. (2013). “Creep response of GFRP-concrete hybrid structures: Application to a footbridge prototype.” Compos. Part B: Eng., 53, 193–206.
Haldimann, M., Luible, A., and Overend, M. (2008). “Structural use of glass.” IABSE-AIPC-IVBH, Zurich, Switzerland.
ISE (Institution of Structural Engineers). (2014). Structural use of glass in buildings, 2nd Ed., London.
JRC (Joint Research Centre). (2014). “Guidance for European structural design of glass components.”, Institute for the Protection and Security of the Citizen, Luxembourg.
Kasper, R., Sedlacek, G., and Feldmann, M. (2007). “Das Biegedrillknickverhalten von Glasträgern aus Verbundglas.” Stahlbau, 76(3), 167–176.
Machado-e-Costa, M. (2015). “Modelling of the structural behavior of laminated glass beams. Study of the lateral-torsional buckling phenomenon.” M.Sc. dissertation, Lisbon Univ., Lisbon, Portugal.
Sá, M. F., Gomes, A. M., Correia, J. R., and Silvestre, N. (2016). “Flexural creep response of pultruded GFRP deck panels: Proposal for obtaining full-section viscoelastic moduli and creep coefficients.” Compos. Part B: Eng., 98, 213–224.
Scott, D. W., Lai, J. S., and Zureick, A.-H. (1995). “Creep behavior of fiber-reinforced polymeric composites: A review of technical literature.” J. Reinf. Plast. Compos., 14(6), 588–617.
Serafinavicius, T., Lebet, J.-P., Louter, C., Kuranovas, A., and Lenkimas, T. (2014). “The effects of environmental impacts on durability of laminated glass plates with interlayers (SG, EVA, PVB).” Proc., Challenging Glass 4 & COST Action TU0905 Final Conf., CRC Press/Taylor & Francis Group, Lausanne, Switzerland, 455–462.
Van Duser, A., Jagota, A., and Bennison, S. J. (1999). “Analysis of glass/polyvinyl butyral laminates subjected to uniform pressure.” J. Eng. Mech., 435–442.
Wiechert, E. (1893). “Gesetze der elastichen nachwirkung für constante temperatur.” Annalen der Physik, 286(11), 546–570.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 10October 2017

History

Received: Aug 31, 2016
Accepted: Mar 7, 2017
Published online: Jul 27, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 27, 2017

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Authors

Affiliations

Luís Valarinho [email protected]
Ph.D. Student, Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Avenida Rovisco Pais 1, 1049-001 Lisbon, Portugal (corresponding author). E-mail: [email protected]
João R. Correia
Associate Professor, Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Avenida Rovisco Pais 1, 1049-001 Lisbon, Portugal.
Mário Garrido
Research Fellow, Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Avenida Rovisco Pais 1, 1049-001 Lisbon, Portugal.
Mário
Research Fellow, Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Avenida Rovisco Pais 1, 1049-001 Lisbon, Portugal.
Fernando A. Branco
Full Professor, Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Avenida Rovisco Pais 1, 1049-001 Lisbon, Portugal.

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