Abstract
The axial and flexure combined loading performance of a slender partially-composite concrete insulated wall design constructed using basalt fiber-reinforced polymer (BFRP) shear connectors and longitudinal BFRP reinforcement is investigated. The load-bearing wall panel sections, 600 mm wide and 2,700 mm long, were first subjected to axial loads ranging from 0 to 900 kN applied to the structural wythe only. The panels were then loaded to failure in four-point bending to develop the axial load-bending moment interaction diagram of the partially-composite system, which was compared to theoretical fully-composite and noncomposite curves. As axial load increased, failure under transverse loading changed from shear-compression of the structural wythe to diagonal splitting of insulation foam and rupture of BFRP connectors, then to crushing of the structural wythe. Composite action by the strength criterion reduced from 47 to 3% as axial load increased from 150 to 900 kN; while that by the stiffness criterion was much lower, 8–2.5%. Relative to a similar steel-reinforced wall panel with the same reinforcement ratio, the tested walls were 60–89% the strength; and the percentage increased with axial load. A method is introduced to estimate the effective centroid of the partially-composite wall in order to calculate the moment from the eccentric axial load applied to this load-bearing system.
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Acknowledgments
The authors are grateful for the support of Anchor Concrete Products, the Mitacs Accelerate Program, and the technical staff at the Civil Engineering Department at Queen’s University.
References
ACI (American Concrete Institute). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06, Detroit.
ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete.” ACI 318-14, Farmington Hills, MI.
ASHRAE (American Society of Heating, Refrigerating, and Air Conditioning Engineers). (2010). “Energy standard for building except low-rise residential buildings.” ASHRAE 90.1, A. 273, Atlanta.
ASTM. (2011). “Standard test method for tensile properties of fiber reinforced polymer matrix.” ASTM D7205/D7205M-06, West Conshohocken, PA.
Bentz, E. C. (2000). “Sectional analysis of reinforced concrete members.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto, 310.
Brik, V. (1997). “Basalt fiber composite reinforcement for concrete.” Transportation Research Board, Washington, DC, 21.
Brik, V. (2003). “Advanced concept concrete using basalt fiber/BF composite rebar reinforcement.”, Transportation Research Board, Washington, DC, 71.
Choo, C., Harik, I. E., and Gesund, H. (2006a). “Minimum reinforcement ratio for fiber-reinforced polymer reinforced concrete rectangular columns.” ACI Struct. J., 103(3), 460–466.
Choo, C., Harik, I. E., and Gesund, H. (2006b). “Strength of rectangular concrete columns reinforced with fiber-reinforced polymer bars.” ACI Struct. J., 103(3), 452–459.
CSA (Canadian Standards Association). (2012). “Design and construction of building structures with fibre-reinforced polymers.”, Mississauga, ON, Canada.
Einea, A., Salmon, D. C., Fogarasi, G. J., Culp, T. D., and Tadros, M. K. (1991). “State-of-the-art of precast concrete sandwich panels.” PCI J., 36(6), 78–98.
Einea, A., Salmon, D. C., Tadros, M. K., and Culp, T. D. (1994). “A new structurally and thermally efficient precast sandwich panel system.” PCI J., 39(4), 90–101.
Frankl, B. A., Lucier, G. W., Hassan, T. K., and Rizkalla, S. H. (2011). “Behavior of precast, prestressed concrete sandwich wall panels reinforced with CFRP shear grid.” PCI J., 56(2), 42–54.
Ghali, A., Favre, R., and Elbadry, M. (2006). Concrete structures: Stresses and deformations: Analysis and design for serviceability, CRC Press, New York.
Hassan, T. K., and Rizkalla, S. H. (2010). “Analysis and design guidelines of precast, prestressed concrete, sandwich wall panels reinforced with CFRP grid.” PCI J., 55(2), 147–162.
Lee, B.-J., and Pessiki, S. (2008). “Revised zone method R-value calculation for precast concrete sandwich panels containing metal Wythe connectors.” PCI J., 53(5), 86–100.
Mirmiran, A., Yuan, W., and Chen, X. (2001). “Design for slenderness in concrete columns internally reinforced with fiber-reinforced polymer bars.” ACI Struct. J., 98(1), 116–125.
Mohamed, H. M., Afifi, M. Z., and Benmokrane, B. (2014). “Performance evaluation of concrete columns reinforced longitudinally with FRP bars and confined with FRP hoops and spirals under axial load.” J. Bridge Eng., 04014020.
Naito, C., Hoemann, J., Beacraft, M., and Bewick, B. (2012). “Performance and characterization of shear ties for use in insulated precast concrete sandwich wall panels.” J. Str. Eng., 52–61.
NRCC (National Research Council of Canada). (2005). National building code of canada, 12th Ed., Ottawa.
PCI Committee on Precast Concrete Sandwich Panels. (2011). “State of the art of precast / prestressed concrete sandwich wall panels.” PCI J., 56(2), 131–176.
Pessiki, S., and Mlynarczyk, A. (2003). “Experimental evaluation of the composite behavior of precast concrete sandwich wall panels.” PCI J., 48(2), 54–71.
Shi, J. W., Zhu, H., Wu, Z. S., and Wu, G. (2010). “Durability of BFRP and hybrid FRP sheets under freeze-thaw cycling.” Adv. Mater Res., 163–167, 3297–3300.
Sim, J., Park, C., and Moon, D. Y. (2005). “Characteristics of basalt fiber as a strengthening material for concrete structures.” Compos. Part B, 36(6–7), 504–512.
Take, W. A., Bolton, M. D., and White, D. J. (2003). “Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry.” Géotechnique, 53(7), 619–631.
Tobbi, H., Farghaly, A. S., and Benmokrane, B. (2012). “Concrete columns reinforced longitudinally and transversally with glass fiber-reinforced polymer bars.” ACI Struct. J., 109(4), 551–558.
Tomlinson, D., and Fam, A. (2014a). “Experimental investigation of precast concrete insulated sandwich panels with glass fiber-reinforced polymer shear connectors.” ACI Struct. J., 111(3), 595–606.
Tomlinson, D., and Fam, A. (2014b). “Performance of concrete beams reinforced with basalt FRP for flexure and shear.” J. Compos. Constr., 04014036.
Tomlinson, D., Teixeira, N., and Fam, A. (2014). “Comparison of steel and BFRP shear connectors in insulated precast concrete wall panels.” 60th PCI Convention and National Bridge Conf., Prestressed Concrete Institute (PCI), Chicago.
Zadeh, H. J., and Nanni, A. (2013). “Design of RC columns using glass FRP reinforcement.” J. Compos. Constr., 294–304.
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© 2015 American Society of Civil Engineers.
History
Received: Mar 24, 2015
Accepted: Jun 29, 2015
Published online: Sep 29, 2015
Discussion open until: Feb 29, 2016
Published in print: Jun 1, 2016
ASCE Technical Topics:
- Architectural engineering
- Axial loads
- Building insulation
- Building systems
- Concrete
- Engineering materials (by type)
- Engineering mechanics
- Fiber reinforced concrete
- Fiber reinforced polymer
- Geology
- Geotechnical engineering
- Longitudinal loads
- Materials engineering
- Polymer
- Precast concrete
- Rocks
- Static loads
- Statics (mechanics)
- Structural engineering
- Structural members
- Structural systems
- Synthetic materials
- Volcanic deposits
- Walls
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