期刊文献+

光纤光栅用于监测高性能混凝土耐久性研究 被引量:1

Research on Durability Detecting of High Performance Concrete Structure with Fiber Grating Sensor
在线阅读 下载PDF
导出
摘要 光纤光栅传感器埋入混凝土中,能对混凝土结构内部的应力、应变、温度、徐变、裂缝、整体性等进行实时在线监测。为此,选用光纤光栅对巴东长江大桥采用高性能混凝土浇筑的梁体进行长期监测,以期客观评价高性能混凝土用于实际工程的耐久性,为混凝土结构耐久性设计提供基础。介绍了主梁混凝土的特性与光栅埋入情况,以及成桥荷载试验和光栅与振弦仪的对比检测结果。 Fiber grating sensor embedded in concrete can real-time detect internal state parameters such as stress, strain, temperature, creep, crack growth of concrete. In order to evaluate durability of high performance concrete in practice and provide the base for durability design of concrete structure, fiber-grating sensor was used to detect long-term behavior of high performance concrete bridge in Ba-dong Highway Bridge. In this paper, the properties of concrete in the main bridge were introduced along with the way of embedding fiber grating sensor and the load test of bridge. The results for fiber grating sensor and vibratory strain gauge were compared.
出处 《武汉理工大学学报》 EI CAS CSCD 北大核心 2005年第6期32-34,共3页 Journal of Wuhan University of Technology
基金 西部交通建设科技项目 (2 0 0 131881193)
关键词 光纤光栅传感器 高性能混凝土 结构耐久性 fiber grating sensor high performance concrete structure durability
  • 相关文献

参考文献6

  • 1Wittmann F H Schwesinger P.冯乃谦 译..高性能混凝土—材料特性与设计[M].北京:中国铁道出版社,1998.44~53.
  • 2廉慧珍.对“高性能混凝土”十年来推广应用的反思[J].混凝土,2003(7):10-13. 被引量:61
  • 3Sellevold E, Bjontegaard Justnes H, et al. High Performance Concrete: Early Volume Change and Cracking Tendency [M].Munich:RILEM, 1994. 156-168.
  • 4Maaskant R, Alavie T, Measures R M, et al. Fiber-optic Bragg Grating Sensors for Bridge Monitoring[J]. Cement and Concrete Compositers, 1997, 19(1):21-23.
  • 5Morey W W, Meltz G, Glenn W H. Fiber Optic Bragg Grating Sensors [J]. Proc SPIE, 1989, (1169) :98-107.
  • 6万里冰,张博明,王殿富,武湛君,赵雪峰.结构健康监测用光纤布拉格光栅应变传感器研究[J].激光杂志,2002,23(4):47-48. 被引量:13

二级参考文献11

  • 1李国泮 马贞勇(译).混凝土的性能[M].中国建筑工业出版社,1983..
  • 2.深圳地铁一期工程科技成某鉴定文件:高性能混凝土在深圳地铁一期工程中应用的试验研究[Z].,2000.8.
  • 3[1]Davis M. A. Kersey A. D. Berkoff T. A. et al, Dynamic Strain Monitoring of an Im-Use Interstate Bridge using Fiber Bragg Grating Sensors. SPIE, 1997:3043,87-95
  • 4[2]Stephanus J. Spammer, Peter L. Fuhr, Matthew Nelson, Dryver Huston. Rebar-epoxied Optical Fiber Bragg Gratings for Civil Structures. Microvave and Optical Technology Letters. 1998, 18(3):214-219
  • 5Oskar Beijer, Energy Consumption related to concrete structures ACI Journal Nov. 11, 1975.
  • 6363 Committee, ACI, State of the Arts Report on High Strength Concrete, 1994. Chapter 6.
  • 7P. K. Mehta. Ggreening of the concrete industry for sustainable Development, Concrete International, July, 2000.
  • 8Dunstan M R H. Fly Ash, AS "The Fourth Composition" of Concrete, In: Proceedings of Second CANMET International Conference on Fly ASh, Silica fume, Slag and Natural Pozzolans in Concrete, 1987.
  • 9M. N. Haque, M. K. Goplan, Strength Development of Inadequately Cured High Fly Ash Content an Struetural Concrete, Cement and Concrete Research, Vol. 16, 1986.
  • 10R. K. Dhir, M. R. Jones, PFA Concrete: Influence of Simulated in Situ Curing on Elasto-Plastic load Response, Magazine of Concrete Research, 1993,45, No. 163.

共引文献72

同被引文献8

引证文献1

二级引证文献16

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部