The Shear Behavior of Double-superposed Panels Reinforced with Different Shear Connectors
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-018-2570-5/fulltext.html
Reference10 articles.
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2. Choi, K. B., Choi, W. C., Feo, L., Jang, S. J., and Yun, H. D. (2015). “Inplane shear behavior of insulated precast concrete sandwich panels reinforced with corrugated GFRP shear connectors.” Composites Part B Engineering, Vol. 79, pp. 419–429, DOI: 10.1016/j.compositesb.2015.04.056.
3. Dai, J. and Hahn, H. T. (2003). “Flexural behavior of sandwich beams fabricated by vacuum-assisted resin transfer molding.” Composite Structures, Vol. 61, No. 3, pp. 247–253, DOI: 10.1016/S0263-8223 (03)00040-0.
4. Gara, F., Ragni, L., Roia, D., and Dezi, L. (2012). “Experimental tests and numerical modelling of wall sandwich panels.” Engineering Structures, Vol. 37, No. 4, pp. 193–204, DOI: 10.1016/j.engstruct.2011.12.027.
5. Kampner, M. and Grenestedt, J. L. (2008). “On using corrugated skins to carry shear in sandwich beams.” Composite Structures, Vol. 85, No. 2, pp. 139–148, DOI: 10.1016/j.compstruct.2007.10.011.
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