期刊文献+

钢丝-连续玄武岩纤维复合板及其力学性能研究 被引量:6

Study on the Mechanic Properties of Steel Wire-Continuous Basalt Fiber Composite Plates
下载PDF
导出
摘要 简易制作了钢丝-连续玄武岩纤维复合板试件及其单向拉伸试验装置,通过单向拉伸试验,测试分析了该复合板的力学性能。结果表明钢丝-连续玄武岩纤维复合板具有较好的力学性能:当试样钢丝体积分数为20.6%时,其复合板弹性模量为99.8GPa,比纯CBF复合板试样提高12.9%,且抗拉强度也提高9.6%;同时成本降低35%,因此是一种高性价比的加固材料。 Steel wire-continuous basalt fiber composite plate and a uniaxial tension test device for the plate was made simply. The mechanic properties of the composite plate were examined and analyzed by unidirection tension experimental research. The results showed that the mechanic properties of steel wire-continuous basalt fiber composite plate was good. When the volume fraction of steel wires in the specimen was 20 %, the elastic modulus of the plate was 99.8 GPa, increased by 12.9 % than that of pure CBF composite plate specimens, and the strength increased by 9.6 %; at the same time, the cost reduced by 35 %. So the steel wire-continuous basalt fiber composite plate was a low-cost and high-efficiency material for RC beam strengthening.
出处 《高科技纤维与应用》 CAS 2009年第6期31-34,共4页 Hi-Tech Fiber and Application
基金 国家"十一五"支撑科技计划项目(2006BAJ03B07) 国家自然科学基金项目(50608015) 江苏省六大人才高峰资助计划项目
关键词 钢丝 连续玄武岩纤维 复合板 力学性能 试验研究 steel wire continuous basalt fiber composite plate mechanic properties experimental study
  • 相关文献

参考文献2

二级参考文献5

  • 1吴智深,吴刚,吕志涛.具有稳定二次刚度的钢-连续纤维复合筋混凝土抗震结构[P].国家发明专利(公开号CN1936206)
  • 2罗云标 吴刚 吴智深 王燕华.钢-连续纤维复合筋拉伸力学性能试验研究.力学与工程,2007,:213-218.
  • 3Iwashita K, Wu Z S. Load history of CFRP-steel hybrid reinforcements[A]. Proceedings of the Annual Convention of the Japan Society for Composite Materials [ C ], Tokyo, Japan, B-34,2006,6 : 135 - 136 ( in Japanese)
  • 4罗云标,吴刚,吴智深,胡显奇,田野.钢-连续纤维复合筋(SFCB)的生产制备研究[J].工程抗震与加固改造,2009,31(1):28-34. 被引量:18
  • 5王岚,陈阳,李振伟.连续玄武岩纤维及其复合材料的研究[J].玻璃钢/复合材料,2000(6):22-24. 被引量:81

共引文献88

同被引文献91

引证文献6

二级引证文献40

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