| Citation: | YANG Yan, ZHENG Hangyu, YU Duo, XU Guowen, WU Hangzi, ZHOU Huazhang, WU Yue. Comparative Study on Surface Treatment Processes of CFRP Smooth Rod-Cable Bonded Anchoring Area[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(11): 141-148. doi: 10.3724/j.gyjzG23091804 |
| [1] |
韩娟,刘伟庆,方海. 纤维增强树脂基复合材料在土木基础设施领域中的应用[J]. 南京工业大学学报(自然科学版),2020,42(5):543-554.
|
| [2] |
ELREFAI A,WEST J,SSOUDKI K. Performance of CFRP tendon-anchor assembly under fatigue loading[J]. Composite Structures,2007,80(3):352-360.
|
| [3] |
YANG Y,WANG X,WU Z,et al. Damping properties of FRP cables for long-span cable-stayed bridges[J]. Materials and Structures,2016,49(7):2701-2713.
|
| [4] |
XIE G H,YIN J,LIU R G,et al. Experimental and numerical investigation on the static and dynamic behaviors of cable-stayed bridges with CFRP cables[J]. Composites Part B:Engineering,2017,111:235-242.
|
| [5] |
WANG X,WU Z S. Evaluation of FRP and hybrid FRP cables for super long-span cable-stayed bridges[J]. Composite Structures,2010,92(10):2582-2590.
|
| [6] |
KARBHARI V M. Use of composite materials in civil infrastructure in Japan[M]. Baltimore,MD,USA:International Technology Research Institute,1998.
|
| [7] |
MEIER H,MEIER U,BRÖNNIMANN R. Zwei CFK-Kabel für die storchenbrücke[J]. Schweiz Ing Archit,1996,114:980-985.
|
| [8] |
MEIER U. Structural tensile elements made of advanced composite materials[J]. Struct Eng Int,1999(9):281-285.
|
| [9] |
吕志涛,梅葵花. 国内首座CFRP索斜拉桥的研究[J]. 土木工程学报,2007(1):54-59.
|
| [10] |
WANG L,ZHANG J,XU J,et al. Anchorage systems of CFRP cables in cable structures:a review[J]. Construction and Building Materials,2018,160:82-99.
|
| [11] |
WU J,XIAN G,LI H. A novel anchorage system for CFRP cable:Experimental and numerical investigation[J]. Composite Structures,2018,194:555-563.
|
| [12] |
MEI K,SERACINO R,LYU Z. An experimental study on bond-type anchorages for carbon fiber-reinforced polymer cables[J]. Construction and Building Materials,2016,106:584-591.
|
| [13] |
KOLLEGGER J. Verankerung für ein vorgespanntes und/oder belastetes Zugelement und Ankerbüchse:EP1259679 A1[P]. 2001-07-09.
|
| [14] |
MEIER U,MEIER H,KIM P. Anchorage device for high-performance fiber composite cables:US5713169A[P]. 1998-02-03.
|
| [15] |
黎健,李婷,朱虹,等. 附加肋提升复材筋锚固性能的试验研究[J]. 南京工业大学学报(自然科学版),2017,39(5):51-56.
|
| [16] |
李彪,杨勇新,赵进阶,等. 结构工程用碳纤维复材筋力学性能影响[J]. 建筑结构,2020,50(2):72-75.
|
| [17] |
MEIER U,FARSHAD M. Connecting high-performance carbon-fiber-reinforced polymer cables of suspension and cable-stayed bridges through the use of gradient materials[J]. Journal of Computer-Aided Materials Design,1996,3(1):379-384.
|
| [18] |
American Society of Testing Materials. Standard test method for tensile properties of fiber reinforced polymer matrix composite bars:ASTM D7205/D7205M-21[S]. Philadelphia:ASTM,2021.
|