期刊文献+

聚丙烯腈基碳纤维增强木构件端面的工艺 被引量:2

Composite technology of polypropylene based carbon fibers reinforced wood member's end
下载PDF
导出
摘要 以木构件端面为研究对象,通过物理增强试验法对其端面增强工艺进行研究.结果表明:在木构件端面复合粉状碳纤维可有效提高木构件端部的力学性能;采用非刚性施压方法可促使碳纤维与木构件端面的工艺复合;对木构件端面进行高温热处理可使木材端面获得200条·dm-2以上的分布较均匀的可见裂纹;内层0.5 mm、外层2 mm的碳纤维涂层的增强效果最好;水曲柳、落叶松、桦木木构件端部横向抗拉强度分别提高55%、46%和59%. To improve mechanical property of wood for high safety and durability,carbon fiber reinforced polymer/plastic ( CFRP) were aplied to reinforce wood member's end based on physical enhancement method. Then tensile strengths of wood samples from different tree species,combinations of coatings,pretreatments and pressure methods were compared. Results showed that powdered carbon fiber effectively enhanced the transverse mechanical properties of wood member's end. Non rigid pressure improved the bond strength between carbon fiber and wood member's end. Heat treatment resulted in more than 200 pieces of unifornly distributed visible cracks per square decimeter. Carbon fiber layer,comprising of a inner layer in the thickness of 0.5 mm and outer layer in 2 mm demonstrated the highest tensile strengths among all tested coatings. Transverse tensile strength of manchurian ash ( Fraxinus mand- shurica),larch (Larix olgensis) and birch (Betula platyphylla) was increased by 5 5 % and 4 6 % and 59%,respectively by above-mentioned methods.
出处 《福建农林大学学报(自然科学版)》 CSCD 北大核心 2016年第5期586-592,共7页 Journal of Fujian Agriculture and Forestry University:Natural Science Edition
基金 国家自然科学基金资助项目(31300484) 南京林业大学高学历人才基金资助项目(NJFU) 江苏省大学生创新创业资助项目(201510298029Z)
关键词 粉状碳纤维 木构件端面 复合工艺 抗拉强度 powdered carbon fiber wood member's end composite technology tensile strength
  • 相关文献

参考文献15

  • 1BODIG J,JAYNE B A.Mechanics of Wood and Wood Composites[M].New York:Van Nostrand Reinhold,1982. 被引量:1
  • 2顾炼百.木材加工工艺学[M]北京:中国林业出版社,2011. 被引量:3
  • 3徐钊..木质品涂饰工艺[M],2006.
  • 4SCHOBER K U,GUPTA R.Post-strengthening of timber structures with CFRPs[J].Materials and Structures,2006,40(1):27-35. 被引量:1
  • 5LI,Y F,XIE Y M.Enhancement of the flexural performance of retrofitted wood beams using CFRP composite sheets[J].Construction and Building Materials,2009,23(1):411-422. 被引量:1
  • 6YANG X J,GONG M,CHUI Y H.Short-term creep behavior of CFRP-reinforced wood composites subjected to cyclic loading at different climate conditions[J].Bioresources,2014,9(2):1845-1857. 被引量:1
  • 7阙泽利,滕启城,王菲彬,赵丹,马承轩.盐分对CFRP加固胶合木顺纹抗剪强度的影响[J].福建农林大学学报(自然科学版),2015,44(4):436-441. 被引量:7
  • 8LORENZIS L D.Analytical and experimental study on bonded-in CFRP bars in glulam timber[J].Composites:Part B,2005,36:279-289. 被引量:1
  • 9KIM Y J,HARRIES K A.Modeling of timber beams strengthened with various CFRP composites[J].J Struct Eng,2010,32:3 225-3 234. 被引量:1
  • 10JANKOWSKI L J,JASIENKO J,NOWAK T P.Experimental assessment of CFRP reinforced wooden beams by 4-point bending tests and photoelastic coating technique[J].Materials and Structures,2010,43(2):141-150. 被引量:1

二级参考文献33

共引文献13

同被引文献15

引证文献2

二级引证文献6

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