|Table of Contents|

Research on reinforced concrete structure with FRP(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2005年03期
Page:
20-24
Research Field:
Publishing date:
2006-09-20

Info

Title:
Research on reinforced concrete structure with FRP
Author(s):
HE Shuan-hai;  REN Wei
Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang'an University, Xi'an 710064, China
Keywords:
FRP;  concrete structure;  passive reinforcement method;  active reinforcement method
PACS:
TU528.572
DOI:
-
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.

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.
[5] 周长东,黄承逵.玻璃纤维聚合物加固混凝土柱的抗弯性能研究[J].土木工程学报,2005,38(2):38-45.
[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.
[7] 倪永军,朱 晞,魏庆朝,汤惠工.纤维增强聚合物抗震加固混凝土柱研究综述[J].北方交通大学学报,2003,27(4):21-26.
[8] 尚守平,彭 晖,童 桦,韦东辉,曾令宏.预应力碳纤维布材加固混凝土受弯构件的抗弯性能研究[J].建筑结构学报,2003,24(5):24-30.
[9] MILLER B,NANNI A.Bond between CFRP sheets and concrete[EB/OL].http://campus.umr.edu/utc/pubs/conf/1999/index.htm,1999-05-12.
[10] BROSENS K,GEMERT D V.Strengthening of concrete structures with externally bonded steel plates or CFRP laminates-partl:specific design concepts[A].Repair and Maintenance of Reinforced Concrete Structures[C].Shanghai:Tongji University Press,2001.195-232.
[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.
[14] BARGER J D.Effects of aging on bond between FRP and concrete[D].Morgantown:West Virginia University,2000.
[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.

Memo

Memo:
-
Last Update: 2006-09-20