Source Journal for Chinese Scientific and Technical Papers
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Volume 37 Issue 9
Dec.  2014
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Article Contents
Deng Jun, Huang Peiyan. EFFECT OF TAPERED END AND SPEW FILLETON INTERFACIAL STRESSES IN BEAMS REINFORCED WITH A CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 109-112. doi: 10.13204/j.gyjz200709025
Citation: Deng Jun, Huang Peiyan. EFFECT OF TAPERED END AND SPEW FILLETON INTERFACIAL STRESSES IN BEAMS REINFORCED WITH A CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 109-112. doi: 10.13204/j.gyjz200709025

EFFECT OF TAPERED END AND SPEW FILLETON INTERFACIAL STRESSES IN BEAMS REINFORCED WITH A CFRP PLATE

doi: 10.13204/j.gyjz200709025
  • Received Date: 2007-03-13
  • Publish Date: 2007-09-20
  • The adhesive bonding technique has been widely used in construction as an alternative of conventional jointtechniques. Spew fillet and tapered plate are suggested to reduce the stress concentration in the adhesive layer of retrofittedbeams. Finite element (FE)analysis was employed to determine the effects of the spew fillet and the taper on interfacialadhesive stresses. The cases, including squaredend, outside taper, inside taper and withfillet, have been considered. Theresults of the FE analysis show that the adhesive stresses in the upper and the lower interfaces are different due to thesingularity at the adhesive corner. Both tapers and spew fillet can reduce the adhesive stresses. The spew fillet is better thantapers in reducing the normal stress, but the inside taper is more effective in reducing the shear stress than the fillet. Theresults also show that the results largely agree with the findings on lapjoints, but the effect of spew filletsisfar less thanthatfor lap joints.
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  • .朱 涵. 新型弹性混凝土的研究综述. 天津建设科技, 2004, 14(2 ): 35-37
    .Zhu H.Crumb Rubber Concrete, Rapra Handbook on Polymers Use inConstruction. Shawbury,SY44NR,UK: Rapra Technology, 2004
    .刘春生, 朱 涵, 李志国, 等. 橡胶细集料水泥砂浆基本性能研究. 混凝土, 2005, 10(7): 53-57
    .谷新康, 田和平, 姚新玲. 水泥混凝土路面破损的原因及质量控制. 工程技术与管理, 2005(9): 7-8
    .李成林, 吴长存, 王国庆. 浅谈水泥混凝土公路路面的质量问题.黑龙江交通科技, 2005(6): 15-16
    .吕志坚. 水泥混凝土路面抗折强度的影响因素. 工程技术, 2002,
    .王传秋, 崔忠英. 水泥混凝土路面抗折强度影响因素的研讨. 中国市政工程, 2002(2 ): 1-3
    .张海涛, 王宪军, 王锡殿. 高速公路路面材料的发展及存在的问题. 森林工程, 2001, 17(1): 55-61
    .付书红, 赵若鹏. 路面水泥混凝土抗折强度的研究. 工业建筑,2000, 30(2): 40-43
    .刘秉京. 混凝土技术. 北京: 人民交通出版社, 2004
    .梁乃兴, 韩 森, 屠书荣. 现代路面与材料. 北京: 人民交通出版社,2003
    .许 强, 石 华, 张华山. 粉煤灰高性能混凝土在高速公路修补中的应用. 浙江交通科技, 2001(3): 10-12
    .亢景付, 金秋莲. 粉煤灰活性矿物激发剂增强效果研究. 天津建设科技, 2004, 14(1): 33-35
    : 42-427.孙常成. 我国高等级公路路面典型结构及发展趋势. 山西建筑,2005, 31(9): 237-239
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