期刊文献+

基于FBG的不同工艺下环氧树脂固化监测研究 被引量:3

Study on Curing Process Monitoring of Epoxy Resin With Different Processes Based on Fiber Bragg Grating
下载PDF
导出
摘要 不同工艺下复合材料固化时的温度变化、固化速率及产生的应变会对复合材料的成型质量产生巨大影响。针对在不同工艺条件下对树脂基复合材料固化过程的监测要求,采用将光纤布喇格光栅埋入环氧树脂内部的方法,对环氧树脂在恒温40℃和室温24℃两种不同工艺下的固化过程进行实时在线监测,固化时间均持续18h。结果表明,环氧树脂在恒温40℃工艺条件下固化时的温度变化、固化速率及产生的应变都比在室温24℃工艺条件下大。 The temperature change,curing rate and the strain produced by the composite materials under different processes can greatly influence the molding quality of composites.In order to meet the requirements of monitoring the curing process of resin matrix composites under different technological conditions,the fiber Bragg gratings(FBGs)were embedded into epoxy resin under different conditions at the constant temperature of 40 ℃ and room temperature of 24 ℃,respectively.And the curing time was lasted for 18 hours.The results showed that the temperature change,curing rate and the strain during the curing under the constant temperature of 40 ℃ were bigger than these at room temperature of 24 ℃.
出处 《压电与声光》 CSCD 北大核心 2017年第4期634-637,642,共5页 Piezoelectrics & Acoustooptics
基金 国家自然科学基金资助项目(11402112)
关键词 光纤布喇格光栅 固化监测 固化速率 环氧树脂 复合材料 fiber Bragg grating(FBG) curing monitoring curing rate epoxy resin composite materials
  • 相关文献

参考文献5

二级参考文献155

  • 1李川,李欣,张大煦,吴晟,李英娜,李俊.用于钢筋混凝土梁的光纤光栅应变传感器(英文)[J].光电工程,2004,31(8):34-36. 被引量:6
  • 2严志亮,李伟文.FRP加固混凝土结构耐久性能研究[J].混凝土,2006(9):27-30. 被引量:7
  • 3TENG J G,SMITH S T,YAO J, et al.Intermediate crack-induced debonding in RC beams and slabs[J].Construction and Building Materials,2003 (17) : 447 -462.
  • 4PICARD A,MASSICOTTE B,BOUCHER E.Strengthening of reinforced concrete beams with composite materials:theoretical study[J].Composite structures, 1995 (33) :63-75.
  • 5AN W,SAADATMANESH H,EHSANI M R.RC beams strengthened with FRP plates II:analysis and parametric study[J].Joumal of Structural Engineering, 1991,117(11) : 3434-3455.
  • 6SEN R, CARPENTER W, SNYDER D.Finite element modeling of fiber reinforced polymer pretensioned elements subjected to environmental loads[J].ACI Structural Journal, 1999,96(5):766-773.
  • 7BUYLE-BODIN F,DAVID E,RAGNEAU E.Finite element modeling' of flexural behaviour of externally bonded CFRP reinforced concrete structures[J].Engineering Structures, 2002 (24) : 1423-1429.
  • 8THOMSEN H,SPACONE E,LIMKATANYU S,et al.Failure mode analyses of reinforced concrete beams strengthened in flexure with externally bonded fiber-reinforced polymers[J].Journal of Composites for Construction,2004,8(2) : 123-131.
  • 9COLOTTI V, SPADEA G, SWAMY R N.Structural model to predict the failure behavior of plated reinforced concrete beams[J].Journal of Composites for Construction, 2004,8 (2) : 104-122.
  • 10AIELLO M A, OMBRES L.Cracking and deformability analysis of reinforced concrete beams strengthened with externally bonded carbon fiber reinforced polymer sheets[J].Joumal of Materials in Civil Engineering, 2004,16(5) :392-399.

共引文献81

同被引文献29

引证文献3

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