期刊文献+

X型聚丙烯纤维力学性能试验研究 被引量:2

Experimental Study on Mechanical Property of X-Typical Polypropylene Fiber
下载PDF
导出
摘要 针对日本生产的X型聚丙烯纤维,采用微机控制电子万能试验机,对其抗拉强度、断裂伸长率、弹性模量等力学指标进行了试验,并与分别经过pH值为12.5的碱溶液和120℃的烘箱处理后的纤维力学性能进行了对比。试验结果表明:①X型聚丙烯纤维拉伸强度高、弹性模量大、延性好;②纤维耐碱、耐热性能好,经碱溶液处理后,纤维拉伸强度、弹性模量和断裂伸长率分别达到处理前的93.8%、96.3%、89.6%;经耐热处理后,纤维拉伸强度、弹性模量和断裂伸长率分别达到处理前的98.7%、99.4%、93.4%。 The tensile strength, elongation rate at rupture, elastic modulus etc. of X-shape bar polypropylene fiber made in Japan were tested by using electronic university testing machine controlled by microcomputer. These mechanical indexes are respectively compared with these of the fiber soaked in the alkali water at pH 12. 5 and baked in the dry oven at 120℃. The results show that, ①for the X-shape polypropylene fiber, it has high tensile strength & elastic modulus, good ductility. ②it has good alkali-resistance & heat resistance, after the fiber was soaked in the alkali water at pH 12.5, its tensile strength, elongation rate at rupture, elastic modulus is over 90% of these before the alkali water procession respectively, and after the fiber was baked in the dry oven at 120℃, its tensile strength, elongation rate at rupture, elastic modulus is over 93% of these before heat procession respectively.
出处 《合成材料老化与应用》 2008年第2期24-27,共4页 Synthetic Materials Aging and Application
关键词 聚丙烯纤维 拉伸强度 弹性模量 断裂伸长率 耐热性 耐碱性 X-shape polypropylene fiber tensile strength elastic modulus elongation rate at rupture alka-li-resistance heat resistance
  • 相关文献

参考文献9

二级参考文献38

共引文献155

同被引文献21

  • 1鞠丽艳,王量,张雄.地铁隧道复合纤维混凝土管片新技术[J].混凝土,2004(8):69-71. 被引量:19
  • 2小林一辅.纤维补强混凝土[M].邹崇富译.北京:中国铁道出版社,1985.
  • 3Paterson J, Mitchell D. Seismic retrofit of shear walls with headed bars and carbon fiber wrap [J]. Journal of Structural Engineering, 20023,129 (5) : 606.
  • 4Dias S J E,Barros J A O. Shear strengthening of T cross section reinforced concrete beams by near-surface mounted technique [J]. Journal of Composites for Construction, 2008,12 (3) : 300.
  • 5Lee H H. Shear strength and behavior of steel fiber reinforced concrete columns under seismic loading [ J ]. Engineering Structures, 2007,29 (7) : 1253.
  • 6EI-Gamal S, E1-Salakawy E, Benmokrane B. Influence of reinforcement on the behavior of concrete bridge deck slabs reinforced with FRP bars [J]. Journal of Composites for Construe tion, 2007,11 ( 5 ) : 449.
  • 7Prachasaree W, Gangarao H V S, Shekar V. Performance evaluation of FRP bridge deck under shear loads[J]. Journal of Composite Materials, 2009,43 (4) : 377.
  • 8Working Group No. 6 ("Sprayed Concrete") of the Association Francaise de Travaux en Souterrain. AFTES recommendations on fibre-reinforced sprayed concrete technology and practice [J]. Tunnelling and Underground Space Technology, 1996, 11 (2):205.
  • 9Ding Y N, Kusterle W. Comparative study of steel fibre- reinforced concrete and steel mesh-reinforced concrete at early ages in panel tests[J]. Cement and Concrete Research, 1999,29 (11) :1827.
  • 10Gopalakrishnan S, Balasubramanian K, Krishnamoorthy T S, et at. Performance evaluation of steel fiber reinforced shotcrete [J]. Indian Concrete Journal, 1998,72(4) : 181.

引证文献2

二级引证文献9

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