Technical Papers
Sep 29, 2015

Combined Loading Behavior of Basalt FRP–Reinforced Precast Concrete Insulated Partially-Composite Walls

Publication: Journal of Composites for Construction
Volume 20, Issue 3

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.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 20Issue 3June 2016

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

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Douglas Tomlinson [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6. E-mail: [email protected]
Amir Fam, M.ASCE [email protected]
Professor and Donald and Sarah Munro Chair in Engineering and Applied Science, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). E-mail: [email protected]

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