复杂条件下FRP-混凝土界面剥离机理研究分析
PDF下载 (399)张裕华,章子华 *,诸葛萍.复杂条件下FRP-混凝土界面剥离机理研究分析[J].宁波大学学报(理工版),2016,29(2):48-53.DOI:
ZHANG Yu-hua,ZHANG Zi-hua *,ZHUGE Ping.Research Review: Interfacial Debonding of FRP and Concrete under Complicated Conditions[J].Journal of Ningbo University(Natural Science & Engineering Edition),2016,29(2):48-53.DOI:
| Title: | Research Review: Interfacial Debonding of FRP and Concrete under Complicated Conditions |
| 作者: | 张裕华, 章子华 *, 诸葛萍 |
| Author(s): | ZHANG Yu-hua, ZHANG Zi-hua *, ZHUGE Ping |
| 关键词: | 纤维增强复合材料; 混凝土; 粘结性能; 界面剥离; 有限元 |
| Keywords: | FRP; concrete; bonding performance; interfacial debonding; FEM |
| 分类号: | TU528 |
| 文献标识码: | A |
| 摘要: | 从理论模型、试验研究和数值模拟讨论了影响FRP-混凝土界面粘结性能的关键因素, 分析了环境因素和加载速率对FRP-混凝土界面粘结性能以及极限承载力的影响, 指出了复杂条件下FRP-混凝土界面分析亟待解决的关键问题. |
| Abstract: | The theoretical analysis, experimental approaches and numerical methods for interfacial debonding of FRP-concrete are introduced. The key factors influencing FRP-concrete interfacial bond properties are discussed, especially the environmental factors and the loading rate. Finally, several key problems in the interfacial analysis of FRP and concrete under complicated conditions are identified. |
| 参考文献 /References: | [1] MICELLI F, NANNI A. Tensile characterization of FRP rods for reinforced concrete structures[J]. Mechanics of Composite Materials, 2003, 39(4):293-304. [2] SAADATMANESH H, EHSANI M R, SAADATMANESH H, et al. RC beams strengthened with GFRP plates I: Experimental study[J]. Journal of Structural Engineering, 2014, 117(11):3417-3433. [3] ARDUINI M, NANNI A. Behavior of precracked RC beams strengthened with carbon FRP sheets[J]. Journal of Composites for Construction, 2014, 1(2):63-70. [4] 黄冰, 蔺新艳. FRP与混凝土界面粘结性能研究综述[J]. 广西水利水电, 2006(2):14-16. [5] 田波, 王苏岩. FRP加固混凝土梁粘结剥离破坏研究进展[J]. 工程抗震与加固改造, 2014, 36(1):105-110. [6] CHEN J F, YANG Z J, HOLT G D. FRP or steel plate- to-concrete bonded joints: Effect of test methods on experimental bond strength[J]. Steel & Composite Structures, 2001(2):231-244. [7] 李远心, 琚宏昌, 张贝宜, 等. FRP-混凝土界面的剥离分析[J]. 四川建材, 2013(3):54-57. [8] 曾宪桃, 任振华. FRP-混凝土界面特性研究的试验方法与剥离承载力问题[J]. 工程抗震与加固技术, 2014, 36(2):88-93. [9] 施嘉伟, 朱虹, 吴智深, 等. FRP片材-混凝土界面应变率效应试验研究[J]. 土木工程学报, 2012, 45(12):99-107. [10] 彭晖, 高勇, 谢超, 等. FRP-混凝土界面粘结行为的参数影响研究[J]. 实验力学, 2014, 29(4):489-498. [11] CHAJES M J, JRW W F, JANUSZKA T F, et al. Bond and force transfer of composite material plates bonded to concrete[J]. ACI Structural Journal, 1996, 93(2):208-217. [12] DAI J G, UEDA T, SATO Y. Development of the nonlinear bond stress-slip model of fiber reinforced plastics sheet-concrete interfaces with a simple method[J]. Journal of Composites for Construction, 2005, 9(1):52- 62. [13] TRIANTAFILLOU T C. Fracture mechanics approaches to concrete strengthening using FRP materials[J]. Fracture Mechanics of Concrete Structure, 1998:1793- 1804. [14] TENG J G, CHEN J F, SMITH S T, et al. FRP strengthened RC structures[M]. UK: John Wiley ＆ Sons, 2002:1-266. [15] 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[D]. 大连: 大连理工大学, 2003. [16] 施嘉伟, 朱虹, 吴智深, 等. BFRP/HFRP布-混凝土界面黏结性能试验研究[J]. 东南大学学报(自然科学版), 2010, 40(3):554-558. [17] NAKABA K, KANAKUBO T, FURUTA T, et al. Bond behavior between fiber-reinforced polymer laminates and concrete[J]. ACI Structural Journal, 2001, 98(3):359-367. [18] 廖志刚, 姚谏, 汪光满. FRP-混凝土单剪粘结试件的拉剪破坏分析[C]//高丹盈, 朱海棠, 岳清瑞. 第六届全国FRP学术交流会论文集, 郑州: 《工业建筑》杂志社有限公司, 2009:127-133. [19] DAI J G, UEDA T. Local bond stress slip relations for FRP sheets-concrete interfaces[C]//Proc. 6th International Symposium on FRP Reinforcement for Concrete Structure. Singapore: World Scientific Publications, 2003:143-152. [20] 卢渊. 冲击荷载下GFRP-混凝土界面粘结力学性能试验研究[D]. 长沙: 湖南大学, 2014. [21] 胡克旭, 卢凡, 蔡正华. 高温下碳纤维-混凝土界面受剪性能试验研究[J]. 同济大学学报(自然科学版), 2009, 37(12):1592-1597. [22] GAMAGE J C P H, WONG M B, AI-MAHAIDI R. Performance of CFRP strengthened concrete members under elevated temperatures[C]//Proceedings of the International Symposium on Bond Behavior of FRP in Structures. Hongkong: International Institute for FRP in Construction, 2005:113-118. [23] 林燕卿. CFRP加固火灾后混凝土界面粘结性能及短柱抗震性能[D]. 泉州: 华侨大学, 2014. [24] 管巧艳, 高丹盈, 李杉. 冻融循环作用后CFRP与混凝土粘结性能研究[J]. 工业建筑, 2010, 40(6):9-11. [25] 张悦悦, 黄登科. 冻融环境对CFRP-混凝土界面粘结性能影响试验研究[J]. 公路交通科技, 2014(5):185-187. [26] 王苏岩, 常壮. 持载和冻融循环对CFRP-高强混凝土界面的影响[J]. 沈阳建筑大学学报, 2014, 30(5):794- 801. [27] 马涛, 番金龙, 魏红雳. 循环荷载作用下CFRP-混凝土粘结性能试验研究[J]. 建筑结构, 2013, 43(19):15-18. [28] DAI J G, YOKOTA H, IWANAMI M, et al. Experimental investigation of the influence of moisture on the bond behavior of FRP to concrete interfaces[J]. Journal of Composites for Construction, 2014, 14(6):834-844. [29] TUAKTA C, B?Y?K?ZT?RK O, ASCE M, et al. Conceptual model for prediction of FRP-concrete bond strength under moisture cycles[J]. Journal of Composites for Construction, 2014, 15(5):743-756. [30] 张大伟, 金伟良, JUSTIN, 等. 浸水环境下FRP-混凝土界面剪切黏结性能研究[J]. 施工技术, 2013, 42(10): 34-38. [31] TENG J G, ZHANG J W, SMITH S T. Interfacial stresses in reinforced concrete beams bonded with a soffit plate: A finite element study[J]. Construction & Building Materials, 2002, 16(1):1-14. [32] 叶锋. FRP-混凝土粘结性能的有限元分析[D]. 杭州: 浙江大学, 2007. [33] 江见鲸. 钢筋混凝土结构非线性有限元分析[M]. 西安:陕西科学技术出版社, 1984:1-184. [34] LU X Z, YE L P, TENG J G, et al. Meso-scale finite element model for FRP sheets/plates bonded to concrete [J]. Engineering Structures, 2005, 27(4):564-575. [35] 陆新征, 叶列平, 滕锦光, 等. FRP片材与混凝土粘结性能的精细有限元分析[J]. 工程力学, 2006, 23(5):74- 82. [36] 俞裕果, 李静, 袁兵, 等. FRP-混凝土界面剥离承载力[J]. 中南大学学报(自然科学版), 2014, 45(11):3986- 3992. [37] CARPINTERI A, CORNETTI P, PUGNO N. Edge debonding in FRP strengthened beams: Stress versus energy failure criteria[J]. Engineering Structures, 2009, 31(10):2436-2447. [38] ZHANG Z J, PAULINO G H. Cohesive zone modeling of dynamic failure in homogeneous and functionally graded materials[J]. International Journal of Plasticity, 2005, 21(6):1195-1254. [39] CORIGLIANO A, MARIANI S, PANDOLFI A. Numerical analysis of rate-dependent dynamic composite delamination[J]. Composites Science and Technology, 2006, 66(6):766-775. [40] CORIGLIANO A, MARIANI S, PANDOLFI A. Numerical modeling of rate-dependent debonding processes in composites[J]. Composite Structures, 2003, 61(1):39-50. [41] GUIMARD J M, ALLIX O, PECHNIK N, et al. Characterization and modeling of rate effects in the dynamic propagation of mode-II delamination in composite laminates[J]. International Journal of Fracture, 2009, 160(1):55-71. [42] RABINOVITCH O. Dynamic debonding in concrete beams strengthened with composite materials[J]. International Journal of Solids and Structures, 2012, 49(26):3641-3658. [43] BRUNO D, GRECO F, LONETTI P. A fracture-ALE formulation to predict dynamic debonding in FRP strengthened concrete beams[J]. Composites Part B (Engineering), 2013, 46:46-60. [44] 李晓琴, 陈建飞, 陆勇. 快速荷载下的FRP-混凝土界面粘结滑移模型[C]//白云. 第九届全国建设工程FRP应用学术交流会论文集. 南京: 《工业建筑》杂志社有限公司, 2015:188-191. |
| 备注/Memo: | 收稿日期: 2015－12－28. 宁波大学学报（理工版）网址: http://journallg.nbu.edu.cn/基金项目: 国家自然科学基金（51308307）; 浙江省自然科学基金（LQ13E080008, LY15E080012）; 宁波大学学科项目（XKL141044）.第一作者: 张裕华（1992－）, 男, 浙江金华人, 在读硕士研究生, 主要研究方向: FRP-混凝土界面. E-mail: 805235949@qq.com*通信作者: 章子华（1984－）, 男, 浙江宁波人, 博士/副教授, 主要研究方向: FRP加固混凝土结构. E-mail: zhangzihua@nbu.edu.cn 宁波大学学报（理工版）网址：http://journallg.nbu.edu.cn/ |
