纺织学报 ›› 2005, Vol. 26 ›› Issue (4): 76-78.

• 分析探讨 • 上一篇    下一篇

FRP-水泥砂浆抗弯性能的研究

许淑燕1,2,萧庆亮1,熊杰1   

  1. 1.浙江理工大学先进纺织材料与制备技术教育部重点实验室 浙江杭州310033;2.杭州职业技术学院 浙江杭州310018
  • 收稿日期:1900-01-01 修回日期:1900-01-01 出版日期:2005-08-15 发布日期:2005-08-15

Flexural properties of FRP-cement

XU Shu-yan 1;2;XIAO Qing-liang1;XIONG Jie1   

  1. 1Key Lab of Advanced Textile Materials and Manufacturing Technology;Ministry of Education;Zhejiang University of Science and Technology;Hangzhou;Zhejiang 310033;China; 2Hangzhou College of Vacation Technology;Hangzhou;Zhejiang 310018;China
  • Received:1900-01-01 Revised:1900-01-01 Online:2005-08-15 Published:2005-08-15

摘要: 利用三点弯研究了水泥砂浆外贴碳纤维和芳纶纤维片材后的抗弯性能,并对2种纤维进行表面处理,探讨纤维的表面处理对FRP水泥砂浆体系抗弯性能的影响。结果表明,用等离子体分别对碳纤维和芳纶纤维进行表面处理,CFRP和AFRP水泥砂浆的最大断裂载荷都能显著提高,而且构件在受弯过程中没有发生剥离破坏,FRP被拉断,纤维高强的特点得到充分发挥。

Abstract: The flexural properties of cement externally bonded carbon fiber sheet and aramid fiber sheet respectively were investigated by the three-point bending test.The surfaces of these two fibers were modification and the influence of surface modification of fibers on the flexural properties of FRP-cement systems was also discussed.The results show that the maximum load of CFRP-cement and AFRP-cement increases obviously after carbon and aramid fiber sheets were modified by plasma.Furthermore,peeling-off doesn't happen when the specimens were bended.The FRP is tensile fracture,which shows that high strength of the fibers works.

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