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钢筋混凝土梁粘钢加固材料最大用量理论与试验研究
引用本文:沈蒲生,谭宇昂.钢筋混凝土梁粘钢加固材料最大用量理论与试验研究[J].铁道科学与工程学报,2005,2(5):45-49.
作者姓名:沈蒲生  谭宇昂
作者单位:湖南大学,土木工程学院,湖南,长沙,410082;湖南大学,土木工程学院,湖南,长沙,410082
基金项目:高等学校博士学科点专项科研项目
摘    要:粘贴加固所需要的材料用量有一个限值,超过这个限值其粘贴加固所用的材料并不能够得到充分利用.在2004年发表的有关文献中,通过对钢筋混凝土受弯构件粘贴加固时加固材料的最大用量进行了理论研究,推导了相应公式,给出了有关图表.现通过对4根粘钢加固钢筋混凝土梁和2根对比梁的破坏试验,验证了有关文献中提出的加固材料最大利用量的计算公式的正确性.并且在试验基础上,对于加固试件的承载力和有效的加固方案进行了具体的分析.

关 键 词:钢筋混凝土梁  外贴粘钢  最大用量  试验  加固  材料  计算
文章编号:1672-7029(2005)05-0045-05
收稿时间:2005-05-31
修稿时间:2005年5月31日

Theoretical and test research on maximum utilized quantity of externally bonded strengthened materials of reinforced concrete beams
SHEN Pu-sheng,TAN Yu-ang.Theoretical and test research on maximum utilized quantity of externally bonded strengthened materials of reinforced concrete beams[J].Journal of Railway Science and Engineering,2005,2(5):45-49.
Authors:SHEN Pu-sheng  TAN Yu-ang
Institution:College of Civil Engineering, Hunan University, Changsha 410082, China
Abstract:The quantity of externally bonded strengthened materials has a limitation. The materials could not be used fully if it is beyond. The authors have done a theoretical study on the maximum quantity of externally bonded strengthening materials of reinforced concrete flexural members and have given some formulas and tables for calculating the maximum quantity. In this paper, four of R.C. beams glued with steel plate and two ordinary R.C. beams for comparison have been tested for demonstrating the formulas of maximum quantity which was suggested in article 10]. On the base of the test and analysis, the bearing capacity of externally bonded strengthened beams and effective strengthened schemes are also discussed.
Keywords:reinforced concrete beam  externally bonded  test  maximum utilized quantity  calculation
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