STUDY ON THE INFLUENCE OF PROTECTION ON INFUSED RESIN DURABILITY UNDER THE ENVIRONMENT OF NORTH CHINA

Yang Yongxin; Yang Meng; Zhao Yan; Lian Jie; Zhao Jinjie

doi:10.13204/j.gyjz200802004

Volume 38 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(2): 10-12

Chen Yunmin, Chen Renpeng, Huang Haidan. DEFINITION OF RELATIVE RIGIDITY AND PROPER RAFT THICKNESS OF PILE-RAFT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 1-4,23. doi: 10.13204/j.gyjz200505001

Citation:

Yang Yongxin, Yang Meng, Zhao Yan, Lian Jie, Zhao Jinjie. STUDY ON THE INFLUENCE OF PROTECTION ON INFUSED RESIN DURABILITY UNDER THE ENVIRONMENT OF NORTH CHINA[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 10-12. doi: 10.13204/j.gyjz200802004

Citation:

PDF( 0 KB)

STUDY ON THE INFLUENCE OF PROTECTION ON INFUSED RESIN DURABILITY UNDER THE ENVIRONMENT OF NORTH CHINA

doi: 10.13204/j.gyjz200802004

1.
Central Research Institute of Building and Construction,MCC Group,Beijing 100088

Received Date: 2007-10-10
Publish Date: 2008-02-20

Abstract

Abstract

As a complex material, infused resin is an important part of FRP. So durability of resin may have some influence on aging resistant capability of FRP. Tests and study were done on durability of resin common used in civil engineering, and some sheets were preserved. Influence of nature environment in north China to strength, extensibility and Young?? s modulus was investigated. Seven groups of sheets which are thirty-five sheets were tested in two years. The results indicates that property of sheets protected was better than the one unprotected.
- fiber reinforced polymer,
- resin,
- durability,
- preserve

FullText(HTML)

References(13)

References

Saadatmanesh H, Tannous F E. Long-Term Behavior of Aramid Fiber-Reinforced Plast ic Tendons. ACIMaterials Journal. 1999, 96(3)

[2] Houssam A, Toutanji, Gomez William. Durability Characteristics ofConcrete Beams Externally Bonded with FRP Composit e Sheets. Cement and Concrete Composites. 1997(19) : 351-358

[3] 岳清瑞, 彭福明, 杨勇新, 等. 碳纤维片材耐久性初步研究. 工业建筑, 2004, 34(增刊) : 8-11

[4] 岳清瑞, 曹劲松, 杨勇新, 等. 碳纤维布标准检测方法中试件尺寸影响的试验研究. 工业建筑, 2005, 35(8) : 1-4

[5] 任慧韬. 纤维增强复合材料加固混凝土结构基本力学性能和长期受力性能研究: [博士学位论文]. 大连: 大连理理工大学, 2003

[6] 梁爽. 承重结构胶粘剂安全性的检测与鉴定????第七届全国建筑物鉴定与加固改造学术会议论文集: [博士学位论文]. 重庆:重庆出版社, 2004 573-581

[7] 杨勇新, 岳清瑞, 陆贻杰, 等. 结构加固用纤维增强复合材料的性能,第七届全国建筑物鉴定与加固改造学术会议. 重庆: 2004

[8] Yamaguchi T, Kato Y, Nishimura T, et al. Creep Rupture of FRP Rods Made of Aramid, Carbon and Glass Fibers. Proceedings of the

Third Internat ional Symposium on Non-Met allic (FRP) Reinforcement for Concrete Structures. Japan, 1997(2) : 179-186

[9] GB 50367-2006 混凝土结构加固设计规范

[10] 李永德, 朱明. FRP 加固修复混凝土用粘结材料的研究(2),浸渍树脂. 混凝土, 2001(5) : 29-32

[11] 岳清瑞, 杨勇新, 郭春红, 等. 浸渍树脂快速与自然老化试验对应关系. 工业建筑, 2006, 36(8) : 1-5

[12] 肖建庄, 于海生, 秦灿灿. 复合材料加固混凝土结构耐久性研究. 玻璃钢复合材料, 2003(2) : 16-21

Relative Articles

[1]	LIU Yan, SU Yanqin, DENG Peng, WEI Dingfeng, LUN Hengxuan, FENG Hao. Study on Bond Properties Between Steel Bars and Ceramsite Concrete Under Sustained Loads and Chloride Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 183-190. doi: 10.13204/j.gyjzG21071908
[2]	LI Linru, ZHANG Dong, SHI Chunhua. Research on Pattern Evolution of Traditionally Rural Settlements Adjacent to Waters in Yiluo River Basin[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 104-110. doi: 10.13204/j.gyjzG21092613
[3]	XIONG Ye, DING Yang, CHA Lyuying, CHEN Zizi, LIU Yangwu. Dynamic Characteristics of Axial Flow Compressor Foundations Considering Interaction of Foundation, Pile Foundations and Superstructures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 150-155,149. doi: 10.13204/j.gyjzG21052007
[5]	Huang Wei, Chen Junying, Liu Jieyu, Zhang Chenghua. STUDY ON FAILURE MODES OF FUNDAMENTAL ELEMENT OF ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 68-73. doi: 10.13204/j.gyjz201403016
[6]	Du Yongfeng, Li Zhuohang, Li Hui. STUDY ON STRUCTURAL DAMAGE IDENTIFICATION BASED ON THE RELATIVE ELEMENT STIFFNESS COEFFICIENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 39-42. doi: 10.13204/j.gyjz201308008
[7]	He Chunbao, Huang Juqing. ANALYSIS OF INTERACTION AMONG ADJACENT RECTANGULAR FOUNDATIONS AND GROUND[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 71-77. doi: 10.13204/j.gyjz201310016
[8]	Liu Penghui. STUDY ON THE CHARACTERISTICS OF DIFFERENTIAL SETTLEMENT IN INTEGRAL RAFT CONNECTION BETWEEN MAIN BUILDING WITH PODIUMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 87-91. doi: 10.13204/j.gyjz201211019
[9]	LüWenzhi, Li Chunzhi, Yu Jianlin, Liu Chao. STUDY ON THE SETTLEMENT LAW OF THE COMPOSITE GROUND UNDER A FLEXIBLE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 58-65,57. doi: 10.13204/j.gyjz201009016
[10]	LüWenzhi, Yu Jianlin, Zheng Wei, Gong Xiaonan, Jing Zijing. STUDY OF ANALYTIC SOLUTION OF COMPOSITE GROUND UNDER FLEXIBLE FOUNDATION BASED ON SUPER-SUB STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 77-83. doi: 10.13204/j.gyjz200904018
[11]	Wang Tianfeng, Ding Zhichao, Wang Li, Ying XiaoLin. ANALYSIS OF INTEGRAL COLLAPSE OF A REINFORCED CONCRETE SILO[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 116-118. doi: 10.13204/j.gyjz200804029
[12]	Cui Chunyi, Luan Maotian, Yang Qing. NUMERICAL ANALYSIS OF ENTIRE INTERACTIVE SYSTEM OF RAFT FOUNDATION CONSIDERING STRUCTURAL STIFFNESS EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 57-61,68. doi: 10.13204/j.gyjz200701015
[13]	Liu An-jun, Gong Xiao-nan, Qian Guo-zhen. A NONLINEAR ANALYSIS OF COMBINED ACTIONS OF SOIL ANCHORS AND EARTH-RETAINING PILE WALL IN CONSIDERATION OF CONSTRUCTION STEPS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 74-78. doi: 10.13204/j.gyjz200605020
[14]	Wang Yingge. FIELD TEST AND NUMERICAL ANALYSIS OF INTERACTION OF PILE- RAFT FOUNDATION ULTRA - HIGH TUBE-IN-TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 10-15. doi: 10.13204/j.gyjz200505003
[15]	Xu Qiang, Wu Shengxing. NON-LINEAR FEM ANALYSIS OF INTERACTION AMONG PILE-SUPPORT, PILES AND SOIL OF A CABLE-STAYED BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 16-19. doi: 10.13204/j.gyjz200505004
[16]	Tang Gan, Yin Lingfeng, Zhao Huilin. PRELIMINARY STUDY OF VERTICAL PROP ELEMENT WITH ALTERABLE STIFFNESS IN COOPERATION OF SHEET SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 5-9. doi: 10.13204/j.gyjz200411002
[17]	Bao Yan, Ye Weidong, Zhang Baoliang, Zhao Xihong. A STUDY ON UNDERGROUND ENGINEERING AT HENGLONG PLAZA IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 91-95. doi: 10.13204/j.gyjz200412028