Experimental investigation of multi-layered laminated glass beams under in-plane bending |
Huang, Xiaokun
(China Academy of Building Research)
Liu, Qiang (China Academy of Building Research) Liu, Gang (China Academy of Building Research) Zhou, Zhen (Kuraray (Shanghai) Co. Inc.) Li, Gang (Fuxin Special Glass Co. Inc.) |
1 | Amadio, C. and Bedon, C. (2010), "Buckling of laminated glass elements in out-of-plane bending", Eng. Struct., 32, 3780-3788. DOI |
2 | AS 1288 (2006), Glass in buildings-selection and installation, Sydney. |
3 | Asik, M.Z. and Tezcan, S. (2005), "A mathematical model for the behavior of laminated glass beams", Comput. Struct., 83, 1742-1753. DOI |
4 | ASTM E1300 (2012), Standard practice for determining load resistance of glass in buildings, New York. |
5 | Behr, R., Minor, J. and Norville, H. (1993), "Structural behavior of architectural laminated glass", J. Struct. Eng., 119, 202-220. DOI |
6 | Belis, J., Bedon, C., Louter, C., Amadio, C. and Van Impe, R. (2013), "Experimental and analytical assessment of lateral torsional buckling of laminated glass beams", Eng. Struct., 51, 295-305. DOI |
7 | Belis, J., Depauw, J., Callewaert, D., Delince, 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. DOI |
8 | Callewaert, D., Belis, J., Delince, D. and Van Impe, R. (2012), "Experimental stiffness characterisation of glass/Ionomer laminates for structural applications", Constr. Build. Mater., 37, 685-692. DOI |
9 | Biolzi, L., Cattaneo, S. and Rosati, G. (2010), "Progressive damage and fracture of laminated glass beams", Constr. Build. Mater., 24, 577-584. DOI |
10 | Bos, F. and Veer, F. (2007), "Consequence-based safety requirements for structural glass members", Proceedings of Glass Processing Days, Tampere, Finland. |
11 | DuPont de Nemours (2008), SentryGlas Plus elastic properties (SGP5000), DuPont. |
12 | Duser, A.V., Jagota, A. and Bennison, S.J. (1999), "Analysis of glass/polyvinyl butyral laminates subjected to uniform pressure", J. Eng. Mech., 125(4), 435-442. DOI |
13 | Foraboschi, P. (2007), "Behavior and failure strength of laminated glass beams", J. Eng. Mech., 133(12), 1290-1301. DOI |
14 | Huang, X.K., Liu, G., Liu, Q. and Bennison, S.J. (2014), "An experimental study on the flexural performance of laminated glass", Struct. Eng. Mech., 49(2), 261-271. DOI |
15 | Kott, A. and Vogel, T. (2003), "Remaining structural capacity of broken laminated safety glass", Proceedings of Glass Processing Days, Tampere, Finland. |
16 | Huang, X.K., Liu, G., Liu, Q. and Bennison, S.J. (2014), "The flexural performance of laminated glass beams under elevated temperature", Struct. Eng. Mech., 52(3), 603-612. DOI |
17 | Huang, X.K., Liu, G., Liu, Q. and Bennison, S.J. (2015), "Influence of interlayers on the flexural performance of four-side supported laminated glass at room temperature", Adv. Struct. Eng., 18(1), 33-43. DOI |
18 | JGJ 113. (2009), Technical specification for application of architectural glass, Beijing. |
19 | Ledbetter, S., Walker, A. and Keiller, A. (2006), "Structural use of glass", J. Arch. Eng., 12(3), 137-149. DOI |
20 | Luible, A. and Crisinel, M. (2006), "Design of glass beams subjected to lateral torsional buckling", Proceedings of the IABSE Symposium "responding to tomorrow's challenges in structural engineering", Budapest, Hungary. |
21 | prEN 16612 (2013). Glass in building-determination of the load resistance of glass panes by calculation and testing, London. |
22 | Seshadri, M., Bennison, S., Jagota, A and Saigal, S. (2002), "Mechanical response of cracked laminated plates", Acta Materialia, 50(18), 4477-4490. DOI |
23 | Timoshenko, S. (1956), Strength of Materials, Part I, 3rd Edition, Van Nostrand Reinhold Company, New York, USA. |
24 | Wurm, J. (2007), Glass Structures: Design and Construction of Self-supporting Skins, Birkhauser Verlag AG, Basel, Boston, Berlin. |