Development of Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) for bridge infrastructure applications
开发用于桥梁基础设施应用的超高性能纤维增强混凝土 (UHPFRC)
基本信息
- 批准号:478624-2015
- 负责人:
- 金额:$ 0.36万
- 依托单位:
- 依托单位国家:加拿大
- 项目类别:Engage Plus 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
There is a growing need for durable and resilient prefabricated bridge systems which facilitate rapid completion of on-site activities in order to minimize the impact on the travelling public. Prefabricated bridges can provide higher quality, accelerated, and safer construction; however, greater offsite prefabrications of bridge components necessitates an increased reliance on the long-term performance of field-installed connections between these components. Research on the materials between precast bridge components has emerged in the last decade. Ultra-high performance concrete (UHPC) whose mechanical and durability properties far exceed those of conventional concretes present the opportunity to significantly enhance the performance of these field-applied connections, thus facilitating the wider use of prefabricated bridge deck systems. Of particular interest here, UHPCs can exhibit exceptional bond when cast against previously cast concrete and can
significantly shorten the development length of embedded discrete bars into the precast joints. More recently, the concept of using the properties of UHPC to redesign the connections between prefabricated bridge components has been recognized in North America. Field-cast UHPC connections between prefabricated bridge components have now been implemented in few bridges in Canada and U.S. However, research is need to develop UHPC to increase market competitiveness that will reflect on optimizing spending tax payers' money in Canada's bridge infrastructure. This project is a continuation of a recent NSERC Engage grant to further optimize the design of UHPC mix and extend it to include steel fibers in the mix (UHPFRC) for
enhanced strength and durability.
越来越需要耐用和有弹性的预制桥梁系统,以便快速完成现场活动,以尽量减少对旅行公众的影响。预制桥梁可以提供更高质量、更快、更安全的施工;然而,更多的桥架组件的非现场预制需要增加对这些组件之间现场安装连接的长期性能的依赖。预制桥梁构件间材料的研究是近十年来兴起的。超高性能混凝土(UHPC)的机械性能和耐久性远远超过传统混凝土,为显著提高这些现场应用连接的性能提供了机会,从而促进了预制桥面系统的广泛使用。这里特别感兴趣的是,当浇筑在先前浇筑的混凝土上时,uhpc可以表现出特殊的粘结性
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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Sennah, Khaled其他文献
Anchorage Capacity of Concrete Bridge Barriers Reinforced with GFRP Bars with Headed Ends
- DOI:
10.1061/(asce)be.1943-5592.0000606 - 发表时间:
2014-09-01 - 期刊:
- 影响因子:3.6
- 作者:
Azimi, Hossein;Sennah, Khaled;Lam, Meimei - 通讯作者:
Lam, Meimei
Experimental Investigation of the Lateral Load-Carrying Capacity of a Developed GFRP-Reinforced TL-5 Bridge Barrier Using Special Profile Hooked Bars
- DOI:
10.1061/(asce)cc.1943-5614.0000929 - 发表时间:
2019-08-01 - 期刊:
- 影响因子:4.6
- 作者:
Rostami, Michael;Sennah, Khaled;Mostafa, Ahmed - 通讯作者:
Mostafa, Ahmed
GFRP Bars Anchorage Resistance in a GFRP-Reinforced Concrete Bridge Barrier
- DOI:
10.3390/ma12152485 - 发表时间:
2019-08-01 - 期刊:
- 影响因子:3.4
- 作者:
Rostami, Michael;Sennah, Khaled;Hedjazi, Saman - 通讯作者:
Hedjazi, Saman
Impact factors for curved continuous composite multiple-box girder bridges
- DOI:
10.1061/(asce)1084-0702(2007)12:1(80 - 发表时间:
2007-01-01 - 期刊:
- 影响因子:3.6
- 作者:
Samaan, Magdy;Kennedy, John B.;Sennah, Khaled - 通讯作者:
Sennah, Khaled
Ultimate capacity of barrier-deck anchorage in MTQ TL-5 barrier reinforced with headed-end, high-modulus, sand-coated GFRP bars
- DOI:
10.1139/cjce-2017-0002 - 发表时间:
2018-04-01 - 期刊:
- 影响因子:1.4
- 作者:
Rostami, Michael;Sennah, Khaled;Afefy, Hamdy M. - 通讯作者:
Afefy, Hamdy M.
Sennah, Khaled的其他文献
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{{ truncateString('Sennah, Khaled', 18)}}的其他基金
Development of Cost-Effective Box Girder Bridge Design and Accelerated Construction in Skew and Straight Alignments
开发具有成本效益的箱梁桥设计和斜线和直线加速施工
- 批准号:
RGPIN-2019-06842 - 财政年份:2022
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of Cost-Effective Box Girder Bridge Design and Accelerated Construction in Skew and Straight Alignments
开发具有成本效益的箱梁桥设计和斜线和直线加速施工
- 批准号:
RGPIN-2019-06842 - 财政年份:2021
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of Cost-Effective Box Girder Bridge Design and Accelerated Construction in Skew and Straight Alignments
开发具有成本效益的箱梁桥设计和斜线和直线加速施工
- 批准号:
RGPIN-2019-06842 - 财政年份:2020
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of Cost-Effective Box Girder Bridge Design and Accelerated Construction in Skew and Straight Alignments
开发具有成本效益的箱梁桥设计和斜线和直线加速施工
- 批准号:
RGPIN-2019-06842 - 财政年份:2019
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of Cost-Effective Accelerated Bridge Construction in Skew and Right Alignments
开发具有成本效益的斜线和右线加速桥梁施工
- 批准号:
RGPIN-2014-05275 - 财政年份:2018
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of Cost-Effective Accelerated Bridge Construction in Skew and Right Alignments
开发具有成本效益的斜线和右线加速桥梁施工
- 批准号:
RGPIN-2014-05275 - 财政年份:2017
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of sustainable TL-5 bridge barrier system reinforced with MST-BAR for market competitiveness
开发采用 MST-BAR 加固的可持续 TL-5 桥梁护栏系统,以提高市场竞争力
- 批准号:
522118-2017 - 财政年份:2017
- 资助金额:
$ 0.36万 - 项目类别:
Engage Grants Program
Development of Cost-Effective Accelerated Bridge Construction in Skew and Right Alignments
开发具有成本效益的斜线和右线加速桥梁施工
- 批准号:
RGPIN-2014-05275 - 财政年份:2016
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of Cost-Effective Accelerated Bridge Construction in Skew and Right Alignments
开发具有成本效益的斜线和右线加速桥梁施工
- 批准号:
RGPIN-2014-05275 - 财政年份:2015
- 资助金额:
$ 0.36万 - 项目类别:
Discovery Grants Program - Individual
Development of sustainable PL-3 bridge barrier system reinforced with special-profile GFRP bars for market competitiveness
开发可持续 PL-3 桥梁护栏系统,采用特殊型材 GFRP 筋加固,以提高市场竞争力
- 批准号:
488523-2015 - 财政年份:2015
- 资助金额:
$ 0.36万 - 项目类别:
Engage Grants Program
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