[1]欧阳煜,黄奕辉.粘钢加固法的剥离正应力分析[J].华侨大学学报(自然科学版),2000,21(4):375-379.[doi:10.3969/j.issn.1000-5013.2000.04.010]
　Ouyang Yu,Huang Yihui.Analysing Peeling Stress of Bonding Steel Plate Strengthening[J].Journal of Huaqiao University(Natural Science),2000,21(4):375-379.[doi:10.3969/j.issn.1000-5013.2000.04.010]
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粘钢加固法的剥离正应力分析()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第21卷
期数:
2000年第4期
页码:
375-379
栏目:
出版日期:
2000-10-20

文章信息/Info

Title:
Analysing Peeling Stress of Bonding Steel Plate Strengthening
文章编号:
1000-5013(2000)04-0375-05
作者:
欧阳煜; 黄奕辉
华侨大学土木工程系, 泉州362011
Author(s):
Ouyang Yu;  Huang Yihui
Dept. of Civil Eng., Huaqiao Univ., 362011, Quanzhou
关键词:
混凝土梁;  钢板;  剥离正应力
Keywords:
RC beam;  steel plate;  peeling stress
分类号:
TU375
DOI:
10.3969/j.issn.1000-5013.2000.04.010
摘要:
在弹性理论的基础上,推导混凝土梁采用粘钢加固时,受任意线性分布荷载作用的钢板端部剥离正应力的计算公式 .该方法和有限元方法基本吻合 .计算结果表明,剥离正应力不但和混凝土梁的参数有关,还和粘胶层及钢板有关 .
Abstract:
A RC beam under arbitrarily linear distributed load is strengthened by adopting bonding steel plate. Based on the theory of elasticity, a formula is derived for calculation peeling stress at the end of steel plate. Our method well agrees with finite element method. As indicated by results of calculation, peeling stress relates not only to parameters of RC beam but also to adhesive and steel plate.

参考文献/References:

[1] 孙训方, 方孝淑. 材料力学 [M]. 北京:高等教育出版社, 1992.125-126.
[2] 欧阳煜, 黄奕辉. 粘钢加固RC梁的锚固剪应力参数分析 [J]. 华侨大学学报(自然科学版), 2000(3):282-286.doi:10.3969/j.issn.1000-5013.2000.03.014.
[3] 国家建设部. CECS 25:1999.混凝土结构加固技术规程 [S]. 北京:中国计划出版社, 1992.103-115.

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[3]欧阳煜,黄奕辉.粘钢加固RC梁的剥离正应力参数分析[J].华侨大学学报(自然科学版),2001,22(2):169.[doi:10.3969/j.issn.1000-5013.2001.02.014]
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备注/Memo

备注/Memo:
福建省科委科研基金
更新日期/Last Update: 2014-03-23