|本期目录/Table of Contents|

[1]贺拴海,任伟.纤维增强塑料加固混凝土结构研究[J].建筑科学与工程学报,2005,22(03):20-24.
　HE Shuan-hai,REN Wei.Research on reinforced concrete structure with FRP[J].Journal of Architecture and Civil Engineering,2005,22(03):20-24.
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纤维增强塑料加固混凝土结构研究(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
22卷
期数:
2005年03期
页码:
20-24
栏目:
出版日期:
2006-09-20

文章信息/Info

Title:
Research on reinforced concrete structure with FRP
作者:
贺拴海;任伟;
长安大学 桥梁与隧道陕西省重点实验室,陕西 西安 710064
Author(s):
HE Shuan-hai, REN Wei
Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang'an University, Xi'an 710064, China
关键词:
纤维增强塑料;  混凝土结构;  被动加固法;  主动加固法
Keywords:
FRP;  concrete structure;  passive reinforcement method;  active reinforcement method
分类号:
TU528.572
DOI:
-
文献标志码:
A
摘要:
纤维片材加固作为一种新兴的结构加固技术,由于其材料优异的力学性能及施工简便等特点,迅速成为各国加固研究领域的热点。中国在纤维加固方面的研究已基本涵盖了其所涉及的所有领域,取得了大量的研究成果,并在一定程度上指导着工程实践。但是由于纤维加固结构的复杂性,目前所取得的研究成果还不能解决结构加固的所有问题。对中国近几年来纤维加固所取得的研究成果进行了总结,同时也指出了在该领域研究中存在的问题及今后的发展方向。
Abstract:
FRP reinforcement, as a new method of strengthening structure, becomes the focus of the strengthening research field both at home and abroad rapidly,because of its outstanding mechanical property and easy construction, etc. The studies in China involve almost all the fields of FRP reinforcement and make a large number of research results which are the guiding project application to a certain extent. But because of complexity of strengthening structure, the research results still can not solve all kinds of problems of strengthening structure. Authors summed up the recent results of the FRP reinforcement in China, and pointed out the existing problems of this field. Finally, the development direction of FRP reinforcement was provided.

参考文献/References:

[1] 黄羽立,叶列平.碳纤维布加固RC梁中粘结性能的非线性有限元分析[J].工程力学,2004,21(2):54-61.
[2] FIEDLER B,HOJO M,CHIAI S O,SCHULTE K,OCHI M.Finite-element modeling of initial matrix failure in CFRP under static transverse tensile load[J].Composites Science and Technology,2001,61(1):95-105.
[3] 任 伟,贺拴海,宋一凡.碳纤维布加固具有初应力的钢筋混凝土梁抗剪极限承载力[J].长安大学学报(自然科学版),2004,24(4):40-45.
[4] 贺拴海,赵小星,宋一凡,袁旭斌.具有初荷载的钢筋混凝土梁桥粘贴碳纤维布加固试验研究[J].土木工程学报,2005,38(3):70-76.
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[6] 赵海东,赵 鸣.碳纤维布加固钢筋混凝土圆柱的轴心受压试验研究[J].建筑结构,2000,30(7):26-30.
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[11] 贺拴海,任 伟,赵小星.碳纤维布对具有初应力的钢筋混凝土梁抗剪加固试验[J].长安大学学报(自然科学版),2004,24(1):34-39.
[12] 王文炜,赵国藩,黄承逵,任海东.碳纤维布加固已承受荷载的钢筋混凝土梁抗弯性能试验研究及抗弯承载力计算[J].工程力学,2004,21(4):172-178.
[13] 任慧韬,胡安妮,赵国藩.冻融循环对玻璃纤维布加固混凝土梁受力性能影响[J].土木工程学报,2004,37(4):104-110.
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[15] 任慧韬,胡安妮,赵国藩.碳纤维片材的徐变性能试验研究[J].工程力学,2004,21(2):10-14.

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备注/Memo

备注/Memo:
收稿日期:2005-03-22
作者简介:贺拴海(1962-),男,陕西洛川人,长安大学教授,博士生导师,工学博士.E-mail:keji_1@chd.edu.cn
更新日期/Last Update: 2006-09-20