Permanent participating FRP formwork for concrete floor slabs

Research output: Contribution to conferencePaper

3 Citations (Scopus)
47 Downloads (Pure)

Abstract

This paper presents a new concept for an FRP-Concrete composite floor system. The system consists of a moulded glass fibre reinforced polymer (GFRP) grating adhesively bonded to rectangular pultruded GFRP box sections as structural formwork for a concrete slab. Holes cut into the top flange of the box sections at a variable spacing allow concrete 'studs' to form at the grating/box interface. During casting, GFRP dowels are inserted into the holes to further connect the grating and box sections. Following preliminary component tests on two concrete blocks, experimental results show that the concrete filled grating provides a 100% increase in strain capacity when compared to a plain concrete block. It is therefore feasible to provide ductility to the complete system through the concrete in compression. Four push-out GFRP grating-box section specimens were then tested in double shear to assess the shear behaviour of the proposed GFRP dowel shear connector in both partially concrete-filled and fully concrete-filled box sections. From the resulting load-slip curves, a progressive longitudinal shear failure was seen to be provided by such a connection. The experimental results indicate that this type of shear connection can provide robustness and reasonable ductility to the system. Research is now underway to test a complete prototype system under variable load conditions to examine whether the behaviour is as predicted
Original languageEnglish
Pages981-997
Number of pages17
Publication statusPublished - 4 Apr 2011
Event10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10) - Tampa, Florida
Duration: 2 Apr 20114 Apr 2011

Conference

Conference10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10)
CityTampa, Florida
Period2/04/114/04/11

Fingerprint

Concrete construction
Glass fibers
Concretes
Polymers
Concrete blocks
Ductility
Forms (concrete)
Concrete slabs
Flanges
Casting
Compaction
Composite materials

Cite this

Gai, X., Darby, A., Ibell, T., Evernden, M., & Orr, J. (2011). Permanent participating FRP formwork for concrete floor slabs. 981-997. Paper presented at 10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10), Tampa, Florida, .

Permanent participating FRP formwork for concrete floor slabs. / Gai, Xian; Darby, Antony; Ibell, Timothy; Evernden, Mark; Orr, John.

2011. 981-997 Paper presented at 10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10), Tampa, Florida, .

Research output: Contribution to conferencePaper

Gai, X, Darby, A, Ibell, T, Evernden, M & Orr, J 2011, 'Permanent participating FRP formwork for concrete floor slabs' Paper presented at 10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10), Tampa, Florida, 2/04/11 - 4/04/11, pp. 981-997.
Gai X, Darby A, Ibell T, Evernden M, Orr J. Permanent participating FRP formwork for concrete floor slabs. 2011. Paper presented at 10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10), Tampa, Florida, .
Gai, Xian ; Darby, Antony ; Ibell, Timothy ; Evernden, Mark ; Orr, John. / Permanent participating FRP formwork for concrete floor slabs. Paper presented at 10th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-10), Tampa, Florida, .17 p.
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AB - This paper presents a new concept for an FRP-Concrete composite floor system. The system consists of a moulded glass fibre reinforced polymer (GFRP) grating adhesively bonded to rectangular pultruded GFRP box sections as structural formwork for a concrete slab. Holes cut into the top flange of the box sections at a variable spacing allow concrete 'studs' to form at the grating/box interface. During casting, GFRP dowels are inserted into the holes to further connect the grating and box sections. Following preliminary component tests on two concrete blocks, experimental results show that the concrete filled grating provides a 100% increase in strain capacity when compared to a plain concrete block. It is therefore feasible to provide ductility to the complete system through the concrete in compression. Four push-out GFRP grating-box section specimens were then tested in double shear to assess the shear behaviour of the proposed GFRP dowel shear connector in both partially concrete-filled and fully concrete-filled box sections. From the resulting load-slip curves, a progressive longitudinal shear failure was seen to be provided by such a connection. The experimental results indicate that this type of shear connection can provide robustness and reasonable ductility to the system. Research is now underway to test a complete prototype system under variable load conditions to examine whether the behaviour is as predicted

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