碳纤维材料应用于桥梁工程的耐久性研究
PDF下载 (456)诸葛萍,丁 勇 *,布占宇.碳纤维材料应用于桥梁工程的耐久性研究[J].宁波大学学报(理工版),2013,26(03):99-104.DOI:
ZHUGE Ping,DING Yong *,BU Zhan-yu.Study on the Durability of CFRP Applied in Bridge Engineering[J].Journal of Ningbo University(Natural Science & Engineering Edition),2013,26(03):99-104.DOI:
| Title: | Study on the Durability of CFRP Applied in Bridge Engineering |
| 作者: | 诸葛萍, 丁 勇 *, 布占宇 |
| Author(s): | ZHUGE Ping, DING Yong *, BU Zhan-yu |
| 关键词: | 碳纤维增强复合材料; 桥梁工程; 耐久性; 腐蚀 |
| Keywords: | carbon fiber reinforced plastics; bridge engineering; durability; corrosion |
| 分类号: | U444 |
| 文献标识码: | A |
| 摘要: | 力学性能优异的碳纤维增强复合材料(CFRP)在桥梁工程中具有广泛的应用前景, 然而CFRP材料及其与桥梁结构组合体系的耐久性还有待研究. 笔者对近年来对CFRP材料、CFRP材料加固混凝土梁(柱)、CFRP筋-混凝土主梁的耐久性及劣化机理等问题的研究成果进行系统的归纳和总结. 指出: 桥梁用CFRP材料多因素耦合环境加速腐蚀试验方法、CFRP材料应用于桥梁工程的防腐措施、CFRP材料与结构的组合界面力学行为随环境变化的规律、含CFRP材料的桥梁结构耐久性年限理论预测模型以及CFRP拉索和预应力筋的锚固体系耐久性等有待进一步研究. |
| Abstract: | Carbon fiber reinforced plastic has the excellent mechanics performance showing good application prospects in bridge engineering. However, the durability of CFRP material and the bridge structure that contain the materials should be studied in advance. The durability research progresses of CFRP-bridge composite structure are reviewed, and the research results have been summarized systematically. It focuses on the durability and deterioration mechanism of the CFRP materials, concrete beams or pillars reinforced with CFRP, and CFRP rod-bridge composite structure. The results show that the accelerated corrosion testing methods and the multi-factor coupling are still far from mature. It lacks anti-corrosion measures for CFRP-bridge composite structure. The mechanics behavior variation laws of the interface of CFRP-bridge corresponding to environmental changes need further investigation. The durability theoretical prediction model of CFRP-bridge composite structure should be established, and thus far the durability of the anchorage systems of CFRP strand and rods has not been fully studied. |
| 参考文献 /References: | [1] Francesca C, Edoardo C, Manfredi G. Durability issues of FRP rebars in reinforced concrete members[J]. Cement & Concrete Composites, 2006, 28:857-868. [2] Cusson R, Xi Yunping. The behavior of fiber-reinforced polymer reinforcement in low temperature environmental climates[R]. Colorado: University of Colorado Boulder, 2003. [3] Francesco M, Antonio N. Durability of FRP rods for concrete structures[J]. Construction and Building Materials, 2004, 18:491-503. [4] Fares E T, Saadatmanesh H. Durability of AR glass fiber reinforced plasticbars[J]. ASCE-J Compos Constr, 1999, 3(1):9-12. [5] Jamond R M, Hoffard T A, Novinson T, et al. Composites in simulated marine environments, SP-2083-SHR[R]. California: Naval Facilities Engineering Service Center, 2000. [6] Malvar L J, Jamond R M, Hof F T A, et al. GFRP composites in simulated marine environments[C]//2nd International Conference on Durability of FRP Composites for Construction. Montreal: Special Publication, 2002:191-202. [7] Caceres A, Jamond R M, Hoffard T A, et al. Salt-fog accelerated testing of glass fiber reinforced polymer composites, TR-2215-SH R[R]. California: Naval Facilities Engineering Service Center, 2002. [8] Chen Yi, Julio F D, Indrajit R, et al. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures[J]. Composite Structures, 2007, 78:101-111. [9] Zhang M, Mason S E. The effects of contamination on the mechanical properties of carbon fiber reinforced epoxy compositematerials[J]. Journal of Composite Materials, 1999, 33(14):1363-1374. [10] 王晓洁, 梁国正, 张炜, 等. 湿热老化对高性能复合材料性能的影响[J]. 固体火箭技术, 2006, 29(4):301-304. [11] Abanilla M A, Li Y, Karbh A V M. Durability characterization of wet layup graphite/epoxy composites used in external strengthening[J]. Composites Engineering, 2006, 37(3):200-212. [12] Tucker W C. Crystal formation on graphite/polymer composites[J]. Composite Materials, 1988, 22(8):742-748. [13] Mathieu R, Patrice C, Amir F, et al. Effect of the addition of modified mica on mechanical and durability properties of FRP composite materials for civil engineering[J]. Polymer Composites, 2011, 32:1202-1209. [14] 张新越, 欧进萍. FRP筋酸碱盐介质腐蚀与冻融耐久性试验研究[J]. 武汉理工大学学报, 2007, 29(1):33-36. [15] 王伟, 孟艳玲, 钱文军. 碱侵蚀环境下FRP筋的耐久性[J]. 合成树脂及塑料, 2009, 29(2):27-30. [16] 王琦, 檀琳琳, 王洁. 碳纤维环氧复合材料盐雾老化试验研究[J]. 装备环境工程, 2011, 8(5):39-42. [17] Budelman H, Rostasy F S. Creep rupture behaviour of FRP elements for prestressed concrete-phenomenon, results and forecast models[C]//Proceedings of ACI International Symposium on FRP Reinforcement for Concrete Structures. Vancouver: Special Publication, 1993:87-100. [18] Yamaguchi T, Kato Y, Nishimura T, et al. Creep rupture of FRP rods made of aramid, carbon and glass fibers[C]// Proc 3rd int symposium FRPRCS-3. Sapporo: Japan Concrete Institute, 1997:86-105. [19] JSCE-E 533. Test method for creep failure of continuous fibre reinforcing materials[R]. Tokyo: Japan Society of Civil Engineers, 1995. [20] American Concrete Institute. Guide test methods for fibre-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures[R]. Farmington Hills, 2004. [21] Karbhari V M, Engineer M, Eckel D. On the durability of composite rehabilitation schemes for concrete: Use of peel test[J]. Joumal of Matenals Science, 1997, 33(1): 147-156. [22] 姜铁斌, 李敏, 孙志杰, 等. 老化对CFRP\混凝土正拉粘结强度的影响[J]. 玻璃钢\复合材料, 2002(5):7-10. [23] Ferrier E, Hanaehn P. Durability of external carbon epoxy reinforcement of Concrete[C]//Proc 12th Conference on Composite Materials. Paris: Woodhead Publishing, 1999. [24] Hamilton H R III, Dolan C W. Durability of FRP reinforcements for concrete[J]. Prog Struct Engng Mater, 2000(2):139-145. [25] Cromwell J R, Harries K A, Shahrooz B M. Enviro- nmental durability of externally bonded FRP materials intended for repair of concrete structures[J]. Construction and Building Materials, 2011, 25:2528-2539. [26] Karim B, Francesco F, Michel F. A damage model to predict the durability of bonded assemblies: Debonding behavior of FRP strengthened concrete structures[J]. Construction and Building Materials, 2011, 25:547-555. [27] Nicolas S, Chris P P, Asce M. Short and medium term durability evaluation of frp-confined circular concrete[J]. Journal of Composites for Construction, 2006, 10(3): 244-253. [28] Satoshi K. Effect of autofrettage on durability of CFRP composite cylinders subjected to out-of-plane loading[J]. Composites: Part B, 2012, 43:1720-1726. [29] 李趁趁, 高丹盈, 赵军. 干湿环境下FRP全裹与条带间隔加固混凝土圆柱耐久性试验研究[J]. 土木工程学报, 2009, 42(11):8-14. [30] 王强. 海洋环境下碳纤维加固钢筋混凝土构件耐久性试验研究[J]. 混凝土, 2011(7):121-124. [31] Lawrence C B, Moshe P, Amnon K. The effect of material degradation on bond properties of FRP reinforcing bars in concrete[J]. ACI Mater J, 1998, 95(3):132-143. [32] Bank L C, Gentry T R. Accelerated test methods to determine the long-term behaviour of FRP composite structure: Environmental effects[J]. Journal of Reinforced Plastic and Composites, 1998, 14:558-587. [33] Hayes M D, Garcia K, Verghese N, et al. The effects of moisture on the fatigue behavior of a glass/vinyl ester composite[C]//Fiber Composite on Fiber Composites in Infrastructure ICCI98. Tucson: Transportation Research Board, 1998:1-13. [34] Jones F R. A review of deterioration mechanisms of sewer renovation materials[R]. Guildford: Department of Metallury & Materials Technology University of Surrey, 1984. [35] Machida A. State of the-art report on continuous fiber reinforcing materials[R]. Tokyo: Society of Civil Engineers, 1993. [36] Chen Y, Davalos J F, Ray I. Durability predict ion f or GFRP reinforcing bars using short term data of accelerated aging tests[J]. Journal of Composites for Construction, 2006, 10(4):279-286. [37] Dejke V, Teppers R. Durability and service life time prediction of GFRP for concrete reinforcement[C]//Fibre Reinforced Plastics for Reinforced Concrete Structures (FRPRCS5). London: Thomas Teford, 2001:505-513. [38] Tannous F E, adatmanesh H. Environmental effects on the mechanical properties of E-glass FRP rebars[J]. ACI Mater J, 1998, 95(2):87-100. [39] Sen R, Mullins G, Salem T. Durability of E-glass/vinyl ester reinforcement in alkaline solution[J]. ACI Struct J, 2002, 99(3):369-375. |
| 备注/Memo: | 收稿日期: 2012?11?23.基金项目: 国家重点实验室开放基金(201202); 浙江省教育厅科研项目(Y201222960); 交通行业重点实验室开放基金(201202).第一作者: 诸葛萍(1982-), 男, 浙江瑞安人, 博士/讲师, 主要研究方向: 桥梁工程. E-mail: zhugeping@nbu.edu.cn *通信作者: 丁 勇(1975-), 男, 浙江余姚人, 副教授, 主要研究方向: 桥梁工程. E-mail: dingyong@nbu.edu.cn 宁波大学学报(理工版)网址:http://journallg.nbu.edu.cn/ |