Reviews on Coupling Interfering Factors of Bond Properties Between FRPs and Wood

WU Ying; LI Aiqun

doi:10.13204/j.gyjzG22072409

Volume 53 Issue 1

Jan. 2023

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(1): 223-232,56

WU Ying, LI Aiqun. Reviews on Coupling Interfering Factors of Bond Properties Between FRPs and Wood[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 223-232,56. doi: 10.13204/j.gyjzG22072409

Citation:

WU Ying, LI Aiqun. Reviews on Coupling Interfering Factors of Bond Properties Between FRPs and Wood[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 223-232,56. doi: 10.13204/j.gyjzG22072409

WU Ying, LI Aiqun. Reviews on Coupling Interfering Factors of Bond Properties Between FRPs and Wood[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 223-232,56. doi: 10.13204/j.gyjzG22072409

Citation:

WU Ying, LI Aiqun. Reviews on Coupling Interfering Factors of Bond Properties Between FRPs and Wood[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 223-232,56. doi: 10.13204/j.gyjzG22072409

PDF( 1139 KB)

Reviews on Coupling Interfering Factors of Bond Properties Between FRPs and Wood

doi: 10.13204/j.gyjzG22072409

WU Ying^1,3,
LI Aiqun^{2,3
,
,}

1. School of Science, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
2. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
3. Beijing Key Laboratory of Functional Materials for Building Structure and Environment Remediation, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

Received Date: 2022-07-24
Available Online: 2023-05-25
Publish Date: 2023-01-20

Abstract

Abstract

Due to the excellent mechanical properties of fiber-reinforced polymers (FRP) for improving the mechanical properties of wood and strengthening and repairing timber structures, it has become the focus of research on new composite materials. FRP-wood bonding reinforcement is affected by the synergistic effect of multiple factors such as FRP materials, wood matrices and adhesives, and the bonding state of its interface is particularly momentous, which determines the performance and life of the composite structure. Therefore, combined the biological properties of wood and the unique structural characteristics of wood structure, the five aspects were systematically combed, that was material changes, pretreatment, FRP formation, adhesive properties, and environmental condition. And the latest domestic and foreign research results of FRP-wood interface bonding properties were summarized to clarify the coupling factors that affect the bonding performance of FRP-wood interfaces. In addition, the deficiencies in research were analyzed of existing FRP-wood bonding and reinforcement, and the new trends, new developments and new directions for future research were imagined, which might provide important reference to the future expansion of FRP high-quality and high-efficiency application, especially the protection of ancient architectural wood structures.
- damage,
- fatigue reinforcement,
- timber structure,
- mechanical property

FullText(HTML)

References(102)

References

[1]	张柳柳,阙泽利,徐心怡. FRP加固技术在木结构中的研究现状[J].建筑技术,2019,50(4):436-438.
[2]	沙洲,朱晓冬. FRP材料增强木结构研究综述[J].森林工程,2012,28(3):57-61.
[3]	SCHOBER K U, TANNERT T. Hybrid connections for timber structures[J]. European Journal of Wood&Wood Products, 2016, 74(3):369-377.
[4]	许金泉.界面力学[M]北京:科学出版社,2006.
[5]	SILVA C, BRANCO J M, CAMÕES A, et al. Dimensional variation of three softwood due to hygroscopic behavior[J]. Construction and Building Materials, 2014, 59:25-31.
[6]	GREEN D W, KRETSCHMANN D E. Moisture content and the properties of clear southern pine:PB-95-272670/XAB[R]. Washington D.C.:Department of Agriculture Forest Service,1994.
[7]	杨勇新,庄荣忠. FRP与木材的界面黏结性能研究现状[J].玻璃钢/复合材料,2008(6):53-56.
[8]	VALLUZZI M R, NARDON F, GARBIN E, et al. Multi-scale characterization of moisture and thermal cycle effects on composite-to-timber strengthening[J]. Construction and Building Materials, 2016, 102:1070-1083.
[9]	BALMORI J A, BRANCO J M, BASTERRA L A. Behaviour of the adhesive bond between low-grade wood and GFRP reinforcements using epoxy resin[J]. Construction and Building Materials, 2021, 271:1-11.
[10]	杨小军. CFRP-木材复合材界面力学特性研究[D].南京:南京林业大学,2012.
[11]	杨勇新,庄荣忠,王全凤,等.纤维布与木材黏结性能的试验研究[C]//李宏男,伊廷华.第二届结构工程新进展国际论坛论文集.北京:中国建筑工业出版社,2008.
[12]	TASCIOGLU C, GOODELL B, LOPEZ-ANIDO R. Bond durability characterization of preservative treated wood and E-glass/phenolic composite interfaces[J]. Composites Science and Technology, 2003, 63:979-991.
[13]	LING Z, YANG H, LIU W, et al. Local bond stress-slip relationships between glue laminated timber and epoxy bonded-in GFRP rod[J]. Construction&Building Materials, 2018, 170(10):1-12.
[14]	李向民,张富文,许清风,等.碳纤维布与木材界面黏结性能试验研究及数值分析[J].工业建筑,2016,46(5):55-60.
[15]	CORRADI M, RIGHETTI L, BORRI A. Bond strength of composite CFRP reinforcing bars in timber[J]. Materials, 2015(8):4034-4049.
[16]	SUBHANI M, GLOBA A, AL-AMERI R, et al. Effect of grain orientation on the CFRP-to-LVL bond[J]. Composites Part B Engineering, 2017, 129:187-197.
[17]	VAHEDIAN A, SHRESTHA R, CREWS K. Effective bond length and bond behaviour of FRP externally bonded to timber[J]. Construction&Building Materials, 2017, 151:742-754.
[18]	TOUMPANAKI E, RAMAGE M H. Glued-in CFRP and GFRP rods in block laminated timber subjected to monotonic and cyclic loading[J]. Composite Structures, 2021,272:1-15.
[19]	YEBOAH D, TAYLOR S, MCPOLIN D, et al. Pull-out behaviour of axially loaded Basalt Fibre Reinforced Polymer (BFRP) rods bonded perpendicular to the grain of glulam elements[J]. Construction&Building Materials, 2013, 38:962-969.
[20]	周玲,刘清,马生强,等. BFRP与新疆杨木界面黏结滑移力学性能分析[J].中南林业科技大学学报,2021(11):183-192.
[21]	贾小磊.亚麻纤维复合材料-木界面黏结性能试验研究[D].西安:西安理工大学,2021.
[22]	LEI Y X, LIU S W, ZHAO J C, et al. Experimental and analytical analyses of the bonding performance of CFRP-wood interface[J]. Journal of Building Engineering, 2022, 46:1-16.
[23]	AO Z, LIK-HO T, ZECHUAN Y, et al. Effect of moisture on the mechanical properties of CFRP-wood composite:An experimental and atomistic investigation[J]. Composites:Part B, 2015, 71:63-73.
[24]	BISCAIA H C, CHASTRE C, BORBA I S, et al. Experimental evaluation of bonding between CFRP laminates and different structural materials[J]. Journal of Composites for Construction, 2016, 20(3):1-15.
[25]	RAFTERY G M, RODD P D. FRP reinforcement of low-grade glulam timber bonded with wood adhesive[J]. Construction and Building Materials, 2015, 91:116-125.
[26]	RAFTERY G M, HARTE A M, RODD P D. Bond quality at the FRP-wood interface using wood-laminating adhesives[J]. International Journal of Adhesion&Adhesives, 2009, 29(2):101-110.
[27]	AO Z, RENYUAN Q, CHEUK L C, et al. Bond integrity of aramid, basalt and carbon fiber reinforced polymer bonded wood composites at elevated temperature[J]. Composite Structures, 2020, 245:1-9.
[28]	SHEKARCHI M, FARAHANI E M, OSKOUEI A V. Effect of seawater on pull-out behavior of glued-in single rods set parallel to the grain of timber joints[J]. Construction and Building Materials, 2019, 222:342-357.
[29]	KUENZEL J G, POLETIKA N V, MCKEAN H B. The gluing of preservative-treated wood for severe service conditions[J]. Forest Products Journal, 1953, 3(12):35-40.
[30]	American Wood Protection Association. Standard for preservative treatment of structural glued laminated members and lamination before gluing of southern pine, coastal douglas fir, hemfir and western hemlock by pressure processes:C28-99[S]. Birmingham:American Wood Protection Association, 1999.
[31]	RAKNES E. Gluing of wood pressure-treated with water-borne preservatives and flame retardants[J]. Journal of Institute of Wood Science, 1963, 11(24):24-44.
[32]	SELBO M L. Summary of information on gluing of treated wood[R]. Washington D.C.:Department of Agriculture Forest Service, 1965.
[33]	VICK C B, GROOT R C.D, Youngquist J. Compatibility of non-acidic waterborne preservatives with phenol-formaldehyde adhesive[J]. Forest Products Journal, 1990, 40(2):16-22.
[34]	VICK C B, CHRISTIANSEN A W. Cure of phenol-formaldehyde adhesive in the presence of CCA-treated wood by differential scanning calorymetry[J]. Wood and Fiber Science, 1993, 25(1):77-86.
[35]	VICK C B. Preliminary findings on adhesive bonding of CCA-treated southern pine[C]//HSE C. Adhesives and bonded wood products:Proceedings of symposium. Seattle:Forest Products Society,1994:158-176.
[36]	KILMER R W, BLANKENHORN P R, LABOSKY P, et al. Laminating creosote-treated hardwoods[J]. Wood and Fiber Science, 1998, 30(2):175-184.
[37]	VICK C B, KUSTER T A. Mechanical interlocking of adhesive bonds to CCA-treated southern pine-a scanning electron microscopy study[J]. Wood and Fiber Science, 1992, 24(1):36-46.
[38]	JANOWIAK J J, MANBECK H B, BLANKENHORN P R, et al. Strength properties of exterior adhesives on preservative treated hardwoods[J]. Forest Products Journal, 1992, 42(10):68-76.
[39]	LYONS J S, AHMED M R. Factors Affecting the Bond Between Polymer Composites and Wood[J]. Journal of Reinforced Plastics&Composites, 2005, 24(4):405-412.
[40]	周小燚,钱盛域,王能威,等.FRP工程结构多尺度不确定性分析研究进展[J].中国公路学报,2023,36(1):97-113.
[41]	庄荣忠,杨勇新. FRP加固木结构的研究和应用现状[J].四川建筑科学研究,2008(5):89-92.
[42]	CHEN J F,TENG J G. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete[J]. Journal of Structural Engineering, 2001, 127(7):784-791.
[43]	朱世骏,杨会峰,陆伟东,等. GFRP筋与胶合木黏结锚固性能试验研究[J].结构工程师,2012,28(5):142-148.
[44]	淳庆,许清风. FRP加固木结构技术[M].北京:科学出版社,2020.
[45]	王照稳.横向粘贴改性亚麻纤维布增强胶合木梁受弯性能研究[D].哈尔滨:东北林业大学,2021.
[46]	马伟男,卢立程,孟祥申,等.亚麻纤维材料的研究及其在土木工程中的应用[J].山西建筑,2020,46(2):81-82.
[47]	姜弼天,王琪,张炎,等.亚麻纤维在增强复合材料中的应用与研究进展[J].中国农学通报,2019,35(23):35-39.
[48]	郝建群.亚麻纤维复合材料的粘弹性能研究[D].南京:南京航空航天大学,2020.
[49]	XIAN G, KARBHARI V M. DMTA based investigation of hygrothermal ageing of an epoxy system used in rehabilitation[J]. Journal of Applied Polymer Science, 2007, 104(2):1084-1094.
[50]	赵鑫,汪殿龙,孙占英.天然纤维表面改性及其在复合材料中的应用进展[J].工程塑料应用,2020,48(10):167-171.
[51]	BANIK I, KIM K S, YUN Y I, et al. A closer look into the behavior of oxygen plasma-treated high-density polyethylene[J]. Polymer, 2003, 44(4):1163-1170.
[52]	AMORNSAKCHAI T, DOADDARA O. Grafting of acrylamide and acrylic acid onto polyethylene fiber for improved adhesion to epoxy resin[J]. Journal of Reinforced Plastics and Composites, 2008, 27(7):671-682.
[53]	IYENGAR Y, ERICKSON D E. Role of adhesive-substrate compatibility in adhesion[J]. Journal of Applied Polymer Science, 2010, 11(11):2311-2324.
[54]	伍章健.复合材料界面和界面力学[J].应用基础与工程科学学报,1995(3):80-92.
[55]	冼杏娟.纤维增强复合材料界面的力学行为[J].力学进展,1992(4):464-478.
[56]	WIECHMANN R. Experiences with peel strength[J]. Circuit World, 2006, 32(3):30-39.
[57]	秦理哲.木材胶合界面的微纳结构对其力学性能的影响机制[D].北京:中国林业科学研究院,2017.
[58]	SARGENT J P. Durability studies for aerospace applications using peel and wedge tests[J]. International Journal of Adhesion and Adhesives, 2005, 25(3):247-256.
[59]	RYNTZ R A. Attaining durable painted plastic components[J]. Journal of Coatings Technology and Research, 2005, 2(5):351-360.
[60]	LO C T, LAABS F C, NARASIMHAN B. Interfacial adhesion mechanisms in incompatible semicrystalline polymer systems[J]. Journal of Polymer Science Part B-Polymer Physics, 2004, 42(14):2667-2679.
[61]	徐修祝,涂善东,徐思浩.胶接接头断裂及相关断裂准则探讨[J].石油化工设备,2005(3):37-40.
[62]	秦志永.木材与胶表界面润湿特性表征与影响因素研究[D].北京:北京林业大学,2014.
[63]	陈思成,田美芬,邓雪,等.木结构用胶黏剂研究应用进展[J].中国胶黏剂,2021,30(6):65-71.
[64]	李欣.环氧树脂在古建筑修复领域的应用:以木、石构件为例[J].建材与装饰,2019(6):196-197.
[65]	DAVALOS J F, QIAO P Z, MADABHUSI-RAMAN P, et al. Mode I fracture toughness of fiber reinforced composite-wood bonded interface[J]. Journal of Composite Materials, 1998, 32(10):987-1013.
[66]	WANG J L, QIAO P Z. Fracture toughness of wood-wood and wood FRP bonded interfaces under Mode-II loading[J]. Journal of Composite materials, 2003, 37(10):875-897.
[67]	MIAO C, FERNANDO D, HEITZMANN M T, et al. GFRP-to-timber bonded joints:adhesive selection[J]. International Journal of Adhesion and Adhesives, 2019, 94:29-39.
[68]	刘世乡,胥泽奇,赵方超,等.环氧树脂材料的老化及防老化研究进展[J].装备环境工程,2023,20(1):127-134.
[69]	费晓春,孙德文,李波,等.环氧树脂及其复合材料老化失效机制研究进展[J].江苏建材,2020(1):9-13.
[70]	BIANCHE J J, CARNEIRO A C O,ANDRADE BRBG,et al. Improving the understanding of wood bonding:Behavior of different adhesives on the surface of eucalyptus and pine wood[J]. International Journal of Adhesion&Adhesives, 2022, 112:1-8.
[71]	李妍,王学川,任龙芳,等.生物质在木材胶黏剂中的研究进展[J].中国胶黏剂,2017,26(9):47-51.
[72]	朱志强,张二兵,陈奶荣.生物质基木材胶黏剂的耐水性能研究现状[J].中国胶黏剂,2021,30(9):62-66 ,70.
[73]	AVERINA E, KONNERTH J, D'AMICO S, et al. Protein adhesives:Alkaline hydrolysis of different crop proteins as modification for improved wood bonding performance[J]. Industrial Crops&Products, 2021, 161:1-10.
[74]	赵佳丽.大豆基木材改性胶黏剂的初步研究与制备[D].太原:山西大学,2019.
[75]	孙博,阚雨菲,高振华. HN-PAE树脂对大豆蛋白胶黏剂的共交联改性研究[J].木材科学与技术,2022,36(2):54-59.
[76]	XU Y, HAN Y, SHI S Q, et al. Preparation of a moderate viscosity, high performance and adequately-stabilized soy protein-based adhesive via recombination of protein molecules[J]. Journal of Cleaner Production, 2020, 255:1-10.
[77]	张冰寒,张雷鹏,范铂,等.微波辅助酸热改性对大豆分离蛋白结构及胶黏剂性能的影响[J].中国胶黏剂,2017,26(6):1-5.
[78]	ZHANG B, FAN B, HUO P, et al. Improvement of the water resistance of soybean protein-based wood adhesive by a thermo-chemical treatment approach[J]. International Journal of Adhesion and Adhesives, 2017, 78:222-226.
[79]	于亚兰.玉米秸秆木质素的复合改性及其在木材胶黏剂中的应用[D].哈尔滨:东北林业大学,2020.
[80]	赵斌,李利军,程昊,等.超声波作用下VAc接枝木薯淀粉制备淀粉基木材胶黏剂的研究[J].中国胶黏剂,2018,27(3):26-30.
[81]	张二兵,涂伊静,叶曼玉,等.单宁和纳米SiO₂改性大豆基胶黏剂的制备及其性能[J].林产化学与工业,2022,42(1):36-42.
[82]	彭立民,李艳云,周宇.防腐木材胶合性能的基础研究[J].木材加工机械,2010,21(5):11-13 ,17.
[83]	SELLERS T, MILLER G D. Evaluation of three adhesive systems for CCA-treated lumber[J]. Forest Products Journal, 1997, 47(10):73-76.
[84]	WINANDY J E, RIVER B H. Evaluation of method for testing adhesive-preservative compatibility[J]. Forest Products Journal, 1986, 36(1):27-32.
[85]	申士杰,张鹏翼,张莉.玄武岩纤维落叶松集成材胶合工艺[J].科技导报,2012,30(26):67-70.
[86]	范诒杰,申士杰,陈暑冰.纤维增强树脂复合材料/竹木胶合界面的处理工艺[J].东北林业大学报,2017,45(2):71-74.
[87]	李杰,申士杰,范诒杰. FRP增强结构用集成材木梁胶合性能研究[J].林业机械与木工设备,2015,43(4):19-22.
[88]	李龙,申士杰,张鹏翼,等.玄武岩纤维增强落叶松集成材胶合工艺的研究[J].林业机械与木工设备,2011,39(3):31-33 ,36.
[89]	张显,蔡明,孙宝忠.植物纤维增强复合材料的湿热老化研究进展[J].材料导报,2022,36(5):226-236.
[90]	白晓彬,杨娜,常鹏.燕尾榫约束古建木梁环境温度效应试验研究[J].湖南大学学报(自然科学版),2020,47(3):63-72.
[91]	郏鸿韬,王炎铭,李强,等.基于神经网络模型的木结构古建筑实测环境荷载与应变特征关联性分析[J].建筑施工,2022,44(3):579-583.
[92]	岳孔,宋旭磊,焦学凯,等.高温预处理对足尺胶合木梁力学性能的影响[J].林业科学,2020,56(4):128-134.
[93]	BAZLI M, HEITZMANN M, HERNANDEZ B V. Durability of fibre-reinforced polymer-wood composite members:an overview[J]. Composite Structures, 2022, 295:1-48.
[94]	岳孔,刘伟庆,程秀才,等.高温中花旗松结构材顺纹抗压强度试验研究[J].华中科技大学学报(自然科学版),2019,47(8):44-49.
[95]	闫清峰,张纪刚.纤维增强复合材料在土木工程中的应用与发展[J].科学技术与工程,2021,21(36):15314-15322.
[96]	WANG K, YOUNG B, SMITH S T. Mechanical properties of pultruded carbon fibre-reinforced polymer (CFRP) plates at elevated temperatures[J]. Engineering Structures, 2011, 33(7):2154-2161.
[97]	BURKE P J, BISBY L A, GREEN M F. Effects of elevated temperature on near surface mounted and externally bonded FRP strengthening systems for concrete[J]. Cement and Concrete Composites, 2013,35(1):190-199.
[98]	YU B, TILL V, THOMAS K. Modeling of thermo-physical properties for FRP composites under elevated and high temperature[J]. Composites Science and Technology, 2007, 67(15/16):3098-3109.
[99]	岳孔,程秀才,贾翀,等.利用傅里叶变换红外光谱分析高温对木材-胶黏剂界面性能的影响[J].光谱学与光谱分析,2019,39(10):3179-3183.
[100]	RICHTER K, STEIGER R. Thermal stability of wood-wood and wood-FRP bonding with polyurethane and epoxy adhesives[J]. Advanced Engineering Materials, 2005, 7(5):419-426.
[101]	YARIGARRAVESH M, TOUFIGH V, MOFID M. Environmental effects on the bond at the interface between FRP and wood[J]. European Journal of Wood and Wood Products, 2018, 76(1):163-174.
[102]	TOUFIGH V, YARIGARRAVESH M, MOFID M. The long-term evaluation of FRPs bonded to timber[J]. European Journal of Wood and Wood Products, 2018, 76:1623-1636.