GFRP Shear Studs for GFRP-RC Flat Slab-Column Connections
用于 GFRP-RC 平板-柱连接的 GFRP 剪力螺柱
基本信息
- 批准号:485361-2015
- 负责人:
- 金额:$ 1.82万
- 依托单位:
- 依托单位国家:加拿大
- 项目类别:Engage Grants Program
- 财政年份:2015
- 资助国家:加拿大
- 起止时间:2015-01-01 至 2016-12-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
Pultrall is a leading Canadian manufacturer of composite materials for various applications including products
related to transportation, medical, military and construction industry. One of these applications is the
development of non-corrodible, fibre-reinforced polymer (FRP) reinforcing bars for concrete structures using
the pultrusion process. These bars have proven to be an excellent alternative for steel reinforcement provided
that steel corrosion is the main cause of deterioration of reinforced concrete (RC) structures especially those in
harsh environments such as bridges and parking structures. A large number of parking structures in North
America are constructed using flat plate structures in which flat slabs are directly supported on columns. In
these structures, the transverse punching shear at the two-way slab-column connections usually governs the
design. Besides, punching shear failure is usually brittle, sudden and catastrophic in nature and, therefore, it
should be certainly avoided. Providing well-anchored transverse (shear) reinforcement results in significantly
thinner slabs (much less cost) with significant deformation (ample warning) before failure. Pultrall is in the
process of developing a new product, GFRP studs, to reinforce such connections in shear. The main issue is the
small slab thickness (200-300 mm) in which the development of adequate bond or anchorage is a challenge. A
short length (150-250 mm), double-headed GFRP bars are proposed to be used as shear studs. The current
production method for headed bars requires a length of at least 60-70 mm per head for size 13 (12.7-mm
diameter) bars; larger size bars require longer heads. To develop such a new product (bar diameter,
corresponding head size and usable strain), it requires full-scale testing of RC slab-column connections using
different GFRP shear stud patterns (size, extend and arrangement) in the vicinity of the column.
Pultrall是加拿大领先的复合材料制造商,用于各种应用,包括产品
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
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El-Salakawy, Ehab其他文献
Effect of geometrical configuration on seismic behavior of GFRP-RC beam-column joints
- DOI:
10.12989/acc.2020.9.3.313 - 发表时间:
2020-03-01 - 期刊:
- 影响因子:2.6
- 作者:
Ghomi, Shervin K.;El-Salakawy, Ehab - 通讯作者:
El-Salakawy, Ehab
Effect of Transverse Reinforcement on the Flexural Behavior of Continuous Concrete Beams Reinforced with FRP
- DOI:
10.1061/(asce)cc.1943-5614.0000215 - 发表时间:
2011-09-01 - 期刊:
- 影响因子:4.6
- 作者:
El-Mogy, Mostafa;El-Ragaby, Amr;El-Salakawy, Ehab - 通讯作者:
El-Salakawy, Ehab
Behavior of Prestressed Hollow-Core Slabs Strengthened in Flexure with Near-Surface Mounted Carbon Fiber-Reinforced Polymer Reinforcement
- DOI:
10.1061/(asce)cc.1943-5614.0000692 - 发表时间:
2016-12-01 - 期刊:
- 影响因子:4.6
- 作者:
Foubert, Steven;Mahmoud, Karam;El-Salakawy, Ehab - 通讯作者:
El-Salakawy, Ehab
Fatigue life evaluation of concrete bridge deck slabs reinforced with glass FRP composite bars
- DOI:
10.1061/(asce)1090-0268(2007)11:3(258 - 发表时间:
2007-05-01 - 期刊:
- 影响因子:4.6
- 作者:
El-Ragaby, Amr;El-Salakawy, Ehab;Benmokrane, Brahim - 通讯作者:
Benmokrane, Brahim
Effect of Transverse Reinforcement Ratio on the Shear Strength of GFRP-RC Continuous Beams
- DOI:
10.1061/(asce)cc.1943-5614.0000583 - 发表时间:
2016-02-01 - 期刊:
- 影响因子:4.6
- 作者:
Mahmoud, Karam;El-Salakawy, Ehab - 通讯作者:
El-Salakawy, Ehab
El-Salakawy, Ehab的其他文献
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{{ truncateString('El-Salakawy, Ehab', 18)}}的其他基金
Punching Shear Behaviour of FRP-Reinforced Concrete Slab-Column Connections
FRP 钢筋混凝土板柱连接的冲剪性能
- 批准号:
249621-2012 - 财政年份:2015
- 资助金额:
$ 1.82万 - 项目类别:
Discovery Grants Program - Individual
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