FRP加固砌体结构的界面粘结性能综述
A Review of Interfacial Adhesion Properties between FRP and Masonry Structures Reinforced with FRP
DOI: 10.12677/MS.2018.811124, PDF,    科研立项经费支持
作者: 雷 真, 白 柳, 郭洪波, 谭鹏祥, 钱 睿, 罗中民:云南大学,建筑与规划学院,云南 昆明
关键词: FRP砖砌体界面粘结性能FRP Brick Masonry Interface Bond Behavior
摘要: 纤维增强复合材料(FRP)因其轻质、高强、耐久而被广泛用于房屋建筑结构的修复和加固中。FRP能改善加固系统的力学性能,提高砖砌体结构的整体性。而提高整个结构的整体性的关键就在于FRP与砖砌体之间的粘结性能,通过粘结剂的粘合作用,将作用在FRP上的剪力传递给砖砌体基层,从而提高结构的抗弯、抗剪强度。因FRP加固结构的粘结强度受到界面粘结性能的影响,本文收集了近年来国内外学者对FRP加固砖砌体的一系列试验研究和理论分析,总结了砂浆接缝强度、劣化环境条件对界面粘结性能的影响,以及不同的RP加固方式对整个加固系统承载能力的改善情况的相关研究,整理出目前主要的FRP-砌体界面粘结承载力的计算经验公式。针对目前FRP加固砌体结构领域仍值得研究的相关问题进行分析,为今后拟开展的相关研究提供一定的参考价值。
Abstract: Fiber reinforced Polymer (FRP) is widely used in the restoring and reinforcement of building structures due to their light weight, high strength and durability. FRP can improve the mechanical properties of the reinforcement system and improve the integrity of the brickwork structure. The key to improve the integrity of the whole structure lies in the bonding properties between FRP and brick masonry. The shearing force acting on the FRP is transmitted to the brick masonry substrate by the cohesive effect of the binder, thereby improving the flexural and shear strength of the structures. Because the bond strength of the reinforcement system is affected by the interfacial bonding performance, this paper collects a series of experimental and theoretical analyses for external strengthening of masonry structures by domestic and foreign scholars in the past five years, and summarizes the influence of the mortar joint strength and degraded environmental conditions for the interface bonding performance and the improvement of the bearing capacity of the whole reinforcement system by different external bonding FRP methods were compiled, and some calculation formulas of the bonding capacity of FRP-masonry interface were concluded. Aiming at the current research on masonry structures reinforced with FRP, some problems are raised, which provide some reference value for the related research to be carried out later.
文章引用:雷真, 白柳, 郭洪波, 谭鹏祥, 钱睿, 罗中民. FRP加固砌体结构的界面粘结性能综述[J]. 材料科学, 2018, 8(11): 1038-1046. https://doi.org/10.12677/MS.2018.811124

参考文献

[1] Enrico, S., Serena, A. and Alessandro, B. (2017) Influence of Mechanical Properties, Anisotropy, Surface Roughness and Porosity of Brick on FRP Debonding Force. Composites Part B, 108, 257-269. [Google Scholar] [CrossRef
[2] 姬瑞璞, 张宁远. 预应力状态下FRP筋材剪切性能的试验研究[J]. 中国市政工程, 2018(4): 101-104.
[3] 魏洋, 骆雪妮, 周梦倩. 纤维增强竹梁抗弯力学性能研究[J]. 南京林业大学学报(自然科学版), 2014, 38(2): 11-15.
[4] 刘华新, 孙英明, 张金玲, 刘蓓蓓. FRP布约束素混凝土的轴压性能试验研究[J]. 辽宁工业大学学报(自然科学版), 2015, 35(1): 29-33.
[5] 雷真, 屈俊童, 王勇. 纤维加固震损钢筋混凝土-砖组合开洞墙体的抗震性能[J]. 华南理工大学学报(自然科学版), 2015, 43(7): 84-91.
[6] 李保亮, 丁百湛, 朱强强. CFRP嵌入式加固砌体结构抗剪性能试验研究[J]. 砖瓦世界, 2014(7): 33-35.
[7] Enrico, S. and Valentina, S. (2018) The Role of Mortar Joints in FRP Debonding from Masonry. Compo-sites Part B: Engineering, 135, 166-174. [Google Scholar] [CrossRef
[8] Ceronia, F., Leoneb, M. and Rizzob, V. (2018) Influence of Mortar Joints on the Behaviour of FRP Materials Bonded to Different Masonry Substrates. Engineering Structures, 153, 550-568. [Google Scholar] [CrossRef
[9] Malena, M., Focacci, F. and Carloni, C. (2017) The Effect of the Shape of the Cohesive Material Law on the Stress Transfer at the FRP-Masonry Interface. Composite Part B: En-gineering, 110, 368-380. [Google Scholar] [CrossRef
[10] Ernesto, G. and Maura, I. (2016) A Simple 1D-Finite Element Approach for the Study of the Bond Behavior of Masonry Elements Strengthened by FRP. Composite Part B, 91, 548-558. [Google Scholar] [CrossRef
[11] Mancusi, G. and Ascione, F. (2013) Per-formance at Collapse of Adhesive Bonding. Composite Structures, 96, 1e6.
[12] CNR DT200 (2004/2013) Guide for the Design and Construction of an Externally Bonded FRP System for Strengthening Existing Structures. Italian National Research Council, Rome.
[13] Capozucca, R., Magagnini, E. and Pace, G. (2017) Bond of FRP Strips in the Strengthening of Brickwork Masonry. American Institute of Physics, College Park.
[14] Christian, C. and Francesco, F. (2016) FRP-Masonry Interfacial Debonding: An Energy Balance Approach to Determine the Influence of the Mortar Joints. European Journal of Mechanics—A/Solids, 55, 122-133. [Google Scholar] [CrossRef
[15] Freddia, F. and Sacco, E. (2015) Debonding Process of Masonry Element Strengthened with FRP. Procedia Engineering, 109, 27-34. [Google Scholar] [CrossRef
[16] Mazzotti, C. and Murgo, F.S. (2015) Numerical and Experi-mental Study of GFRP-Masonry Interface Behavior: Bond Evolution and Role of the Mortar Layers. Composites Part B, 75, 212-225. [Google Scholar] [CrossRef
[17] Antonio, M.D., Christian, C. and Stefano de, M. (2018) Numerical Modeling of FRP Strips Bonded to a Masonry Substrate. Composite Structures, 200, 420-433.
[18] Paolo, F. (2016) Effectiveness of Novel Methods to Increase the FRP-Masonry Bond Capacity. Composites Part B, 107, 214-232. [Google Scholar] [CrossRef
[19] Mario, F., Giovanna, R. and Carmelo, C. (2014) The Efficiency of Mechanical Anchors in CFRP Strengthening of Masonry: An Experimental Analysis. Composites Part B, 64, 1-15. [Google Scholar] [CrossRef
[20] Hamid, M., Bahman, G. and Paulo, B. (2018) Bond Behavior in NSM-Strengthened Masonry. Engineering Structures, 166, 302-313. [Google Scholar] [CrossRef
[21] Francesca, C. (2017) Bond Tests to Evaluate the Effectiveness of Anchoring Devices for CFRP Sheets Epoxy Bonded over Masonry Elements. Composites Part B, 113, 317-330. [Google Scholar] [CrossRef
[22] Francesca Giulia, C., Pierluigi, C. and Giulia, F. (2018) Mechanical and Bond Properties of FRP Anchor Spikes in Concrete and Masonry Blocks. Composite Structures, 183, 185-198. [Google Scholar] [CrossRef
[23] 郑晓龙, 陶毅, 史庆轩, 陈建飞. 后植型FRP束锚固件与砌体材料锚固性能研究[J]. 土木工程学报, 2018, 51(1): 41-50.
[24] Marianovella, L., Maria Antonietta, A. and Alberto, B. (2017) Glass Fabric Reinforced Cementitious Matrix: Tensile Properties and Bond Performance on Masonry Substrate. Composites Part B, 127, 196-214. [Google Scholar] [CrossRef
[25] Francesca Giulia, C., Alessandro, B. and D’Antino, T. (2017) Experimental Investigation of Tensile and Bond Properties of Carbon-FRCM Composites for Strengthening Masonry Elements. Composites Part B, 128, 100-119. [Google Scholar] [CrossRef
[26] Hamid, M., Bahman, G. and Paulo, B. (2016) FRP-Brick Masonry Bond Degradation under Hygrothermal Conditions. Composite Structures, 147, 143-154. [Google Scholar] [CrossRef
[27] Hamid, M., Bahman, G. and Paulo, B.L. (2016) Mois-ture-Induced Degradation of Interfacial Bond in FRP-Strengthened Masonry. Composites Part B: Engineering, 87, 47-58. [Google Scholar] [CrossRef
[28] Ghiassi, B., Lourenco Paulo, B. and Oliveira Daniel, V. (2014) Hygrothermal Durability of Bond in FRP-Strengthened Masonry. Materials and Structures, 47, 2039-2050. [Google Scholar] [CrossRef
[29] Ghiassi, B., Lourenco Paulo, B. and Oliveira Daniel, V. (2015) Accelerated Hygrothermal Aging of Bond in FRP-Masonry Systems. Journal of Composites for Construction, 19, Article ID: 04014051.
[30] Perez-Pacheco, E., Cauich-Cupul, J.I., Valadez-Gonzalez, A. and Herrera-Franco, P.J. (2013) Effect of Moisture Absorption on the Mechanical Behavior of Carbon Fiber/Epoxy Matrix Composites. Journal of Materials Science, 48, 1873-1882. [Google Scholar] [CrossRef
[31] Mahdireza, Y., Vahab, T. and Massod, M. (2018) Experimental and Analytical Evaluation of FRPs Bonded to Masonry-Long Term. Surface & Coatings Technology, 344, 729-741. [Google Scholar] [CrossRef
[32] Ghiassi, B., Lourenco, P.B. and Oliveira, D.V. (2016) Effect of Environmental Aging on the Numerical Response of FRP-Strengthened Masonry Walls. Structural Engineering, 142, 1-32. [Google Scholar] [CrossRef
[33] Patrícia, S., Pedro, F. and Sena-Cruz, J. (2016) Ef-fects of Different Environmental Conditions on the Mechanical Characteristics of a Structural Epoxy. Composites Part B, 88, 55-63. [Google Scholar] [CrossRef
[34] Maria, S., Thomas, K. and Anastasios, P. (2017) Vassilopoulos. Fatigue Performance of a Cold-Curing Structural Epoxy Adhesive Subjected to Moist Environments. International Journal of Fatigue, 103, 405-414. [Google Scholar] [CrossRef
[35] Chaichanawonga, J., Thongchueaa, C. and Areeratb, S. (2016) Effect of Moisture on the Mechanical Properties of Glass Fiber Reinforced Polyamide Composites. Advanced Powder Technology, 27, 898-902. [Google Scholar] [CrossRef
[36] 乔琨, 朱波, 高学平, 谢奔, 袁华, 吴益民, 张春雷. 紫外老化对碳纤维增强环氧树脂复合材料性能的影响[J]. 功能材料, 2012, 43(21): 2989-2992.
[37] 郭明映, 李海斌, 张晖, 等. 紫外老化对芳纶/环氧复合材料性能和结构的影响[J]. 纤维复合材料, 2008, 1(35): 35-38.
[38] 危成英, 王全凤, 杨勇新, 等. 不同地区自然环境下CFRP复合材料的自然老化性能试验[J]. 复合材料学报, 2010, 31(5): 557-561.
[39] 杨越飞, 杨文斌, 徐建锋, 等. 玄武岩纤维布/不饱和聚酯复合材料耐老化性能[J]. 农业工程学报, 2014, 30(22): 332-337.
[40] Iman, M., Jong, W.H. and Ozgur, K. (2016) Novel Predictive Model of the Debonding Strength for Masonry Members Retrofitted with FRP. Composite Structures, 158, 281-291.
[41] Kashyap, J., Willis, C.R., Griffith, M.C., Ingham, J.M. and Masiac, M.J. (2012) Debonding Resistance of FRP-to-Clay Brick Masonry Joints. Engineer Structures, 41, 186-198. [Google Scholar] [CrossRef
[42] Francesca Giulia, C., Pierluigi, C. and Carlo, P. (2015) Calibration of End-Debonding Strength Model for FRP-Reinforced Masonry. Com-posite Structures, 120, 366-377. [Google Scholar] [CrossRef
[43] Gao, W.-Y., Dai, J.-G. and Teng, J.G. (2015) Analysis of Mode II Debonding Behavior of Fiber-Reinforced Polymer-to-Substrate Bonded Joints Subjected to Combined Thermal and Mechanical Loading. Engineering Fracture Mechanics, 136, 241-264. [Google Scholar] [CrossRef
[44] Tavakkolizadeh, M. and Saadatmanesh, H. (2004) Envi-ronmental Effects on Tensile Properties of FRP Laminates Made Using Wet Lay-Up Method. In: Hollaway, L.C., Chryssanthopoulos, M.K. and Moy, S.S.J., Eds., Advanced Polymer Composites for Structural Applications in Con-struction, University of Surrey, Guilford, 619-632. [Google Scholar] [CrossRef