[1]黄奕辉,欧阳煜.玻璃纤维材料加固混凝土结构新技术[J].华侨大学学报(自然科学版),2001,22(1):44-47.[doi:10.3969/j.issn.1000-5013.2001.01.010]
 Huang Yihui,Ou Yangyu.A New Technique for Strengthening Concrete Structure by Glass Fiber Material[J].Journal of Huaqiao University(Natural Science),2001,22(1):44-47.[doi:10.3969/j.issn.1000-5013.2001.01.010]
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玻璃纤维材料加固混凝土结构新技术()
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《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第22卷
期数:
2001年第1期
页码:
44-47
栏目:
出版日期:
2001-01-20

文章信息/Info

Title:
A New Technique for Strengthening Concrete Structure by Glass Fiber Material
文章编号:
1000-5013(2001)01-0044-04
作者:
黄奕辉欧阳煜
华侨大学土木工程系, 泉州362011
Author(s):
Huang Yihui Ou Yangyu
Dept. of Civil Eng., Huaqiao Univ., 362011, Quanzhou
关键词:
玻璃纤维材料 加固 混凝土结构
Keywords:
glass fiber material strengthening concrete structure
分类号:
TU377.91
DOI:
10.3969/j.issn.1000-5013.2001.01.010
摘要:
利用玻璃纤维材料 (GFRP)加固混凝土结构技术,是目前国际土木工程研究的一个热点 .文中介绍玻璃纤维材料加固混凝土结构技术的特点,以及国内外研究开发的情况,对存在的问题进行分析,并对今后的研究工作提出了建议
Abstract:
To strengthen concrete structure by applying glass fiber material is a R & D hot spot in present world of civil engineering. The authors relate the characteristic of this technique and the situation of its R & D at home and abroad; and analyse the problem now available; and advance suggestion on the research work hereafter.

参考文献/References:

[1] MalekAM. Prediction of failure load of RC beams strengthened with FRP plate due to stress concentration at the plate end [J]. ACI Structural Journal, 1998(1):142-152.
[2] SeadatmaneshH. RC beams strengthened with FRP plates (Ⅱ)--Analysis and parametric study [J]. ACI Structural Journal, 1991, (11):3434-3455.
[3] ArduiniM. Parametric study of beams with externally bonded FRP reinforcement [J]. ACI Structural Journal, 1997(4):493-501.
[4] MalekAM. Analytical study of reinforced concrete beams strengthened with web-bonded fiber reinforced plastic plates or fabrics [J]. ACI Structural Journal, 1998(3):343-352.
[5] 罗建群, 张慧娟. 钢筋混凝土外包覆FRP片梁的研究 [J]. FRP片/复合材料, 1990(4):15-20.
[6] 施卫星, 朱伯龙. 两种加固钢筋混凝土T型吊车梁方法的抗疲劳性能试验研究 [J]. 建筑结构学报, 1995(3):69-75.
[7] MirmiranA. Behavior of concrete columns confined by fiber composites [J]. Journal of Structural Engineering, 1997(5):583-590.
[8] SaadatmaneshH. Strength and ductility of concrete columns externally reinforced with fiber composite straps [J]. ACI Structural Journal, 1994(4):434-447.
[9] SaadatmaneshH. Seismic strengthening of circular bridge pier models with fiber composites [J]. ACI STRUCTURAL JOURNAL, 1996(6):639-647.

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备注/Memo

备注/Memo:
福建省建设委员会科研基金资助项目
更新日期/Last Update: 2014-03-23