Experimental investigation into the effects of membrane action for continuous reinforced glass beam systems
Author:
Funder
Fonds Wetenschappelijk Onderzoek
Publisher
Springer Science and Business Media LLC
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s40940-018-0076-7/fulltext.html
Reference16 articles.
1. Botte, W., Gouverneur, D., Caspeele, R., Taerwe, L.: Influence of design parameters on tensile membrane action in reinforced concrete slabs. Struct. Eng. Int. 25(1), 50–60 (2015). https://doi.org/10.2749/101686614X14043795570174
2. Callewaert, D., Belis, J., Delincé, D., Van Impe, R.: Experimental stiffness characterisation of glass/ionomer laminates for structural applications. Constr. Build. Mater. 37, 685–692 (2012). https://doi.org/10.1016/j.conbuildmat.2012.07.035
3. Correia, J.R., Valarinho, L., Branco, F.A.: Post-cracking strength and ductility of glassGFRP composite beams. Compos. Struct. 93(9), 2299–2309 (2011). https://doi.org/10.1016/j.compstruct.2011.03.018
4. Cupać, J., Martens, K., Nussbaumer, A., Belis, J., Louter, C.: Experimental investigation of multi-span post-tensioned glass beams. Glass Struct. Eng. (2017). https://doi.org/10.1007/s40940-017-0038-5
5. Haldimann, M.: Fracture strength of structural glass elements analytical and numerical modelling , testing and design. Ph.D. thesis, EPFL (2006)
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