Nonlinear Modeling and Analysis of AAC infilled Sandwich Panels for out of Plane Loads
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32797
Nonlinear Modeling and Analysis of AAC infilled Sandwich Panels for out of Plane Loads

Authors: Al-Kashif M., Abdel-Mooty M., Fahmy E., Abou Zeid M., Haroun M.

Abstract:

Sandwich panels are widely used in the construction industry for their ease of assembly, light weight and efficient thermal performance. They are composed of two RC thin outer layers separated by an insulating inner layer. In this research the inner insulating layer is made of lightweight Autoclaved Aerated Concrete (AAC) blocks which has good thermal insulation properties and yet possess reasonable mechanical strength. The shear strength of the AAC infill is relied upon to replace the traditionally used insulating foam and to provide the shear capacity of the panel. A comprehensive experimental program was conducted on full scale sandwich panels subjected to bending. In this paper, detailed numerical modeling of the tested sandwich panels is reported. Nonlinear 3-D finite element modeling of the composite action of the sandwich panel is developed using ANSYS. Solid elements with different crashing and cracking capabilities and different constitutive laws were selected for the concrete and the AAC. Contact interface elements are used in this research to adequately model the shear transfer at the interface between the different layers. The numerical results showed good correlation with the experimental ones indicating the adequacy of the model in estimating the loading capacity of panels.

Keywords: Autoclaved Aerated Concrete, Concrete Sandwich Panels, Finite Element Modeling.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1334125

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 3037

References:


[1] Abdel-Mooty, M., Al-Kashif, M., Fahmy, E., Abou Zeid, M., and Haroun M. (2012). Reinforced Concrete Sandwich Panels with Autoclaved Aerated Concrete Infill, Proceedings of the International Conference on Innovation and Technology for Sustainable Built Environment, April 16-17, Malaysia.
[2] Benayoune, A. et al. (2008). Flexural Behaviour of Precast Concrete Sandwich Composite Panel - Experimental and Theoretical Investigations, Construction and Building Materials Journal, Vol. 22, pp 580-592.
[3] Fahmy, E., Shaheen, Y., Abou Zeid, M., and Gaafar H. (2006). Ferrocement Sandwich and Hollow Core Panels for Wall Construction, Journal of Ferrocement, Vol. 36, No. 3, Thailand, July 2006.
[4] Salmon, D., Einea, A., Tadros, M., and Culp, T. (1994). A New Structurally and Thermally Efficient Precast Sandwich Panel Systems, PCI Journal, Vol. 39, No. 4, 90-101
[5] Kachlakev D.I., Miller, T., Yim, S., Chansawat, K. and Potisuk, T. (2001). Finite Element Modeling of Reinforced Concrete Structures Strengthened With FRP Laminates, California Polytechnic State University, San Luis Obispo, CA
[6] Kim E. Seeber et al. (1997). State-of-the-Art Report on Precast/Prestressed Sandwich Wall Panels- PCI Committee Report, PCI Journal, Vol.42, No.2, pp 1-61
[7] Willam, K. and Warnke, E. (1975). Constitutive Model for the Triaxial Behavior of Concrete. Proceedings, International Association for Bridge and Structural Engineering, Italy. Vol. 19. p. 174.