碳纤维布粘贴加固混凝土构件的抗爆性研究
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摘要
碳纤维布增强胶粘材料在混凝土构件加固技术中的应用已是建筑及岩土工程中研究热点之一。本文就其在抗爆性能提升方面的研究,作一简要叙述。
The application of carbon fiber reinforced polymers to strengthen the concrete structural components is one of the most popular fields in the constructional engineering and geotechnical engineering.This paper briefly described the improvement in blast resistance of the concrete components reinforced with carbon fiber sheets.
The application of carbon fiber reinforced polymers to strengthen the concrete structural components is one of the most popular fields in the constructional engineering and geotechnical engineering.This paper briefly described the improvement in blast resistance of the concrete components reinforced with carbon fiber sheets.
引文
[1]Pendhari S S,et al.Application of polymer composites in civil construction:A general review[J].Composite Structures,2008,84:114.
[2]Fischer K,et al.SDOF response model parameters from dynamic blast loading experiments[J].J Eng Struct,2009,31(8):1677.
[3]王凤英,等.毁伤理论与技术[M].北京:北京理工大学出版社,2009.
[4]Schleyer G K,et al.Experimental investigation of blast wall panels under shock pressure loading[J].J Impact Eng,2007,34(6):1095.
[5]Malvar L J,et al.Use of composites to resist blast[J].J Compos Construct,2007,11:601.
[6]Buchan P A,et al.Blast resistance of FRP composites and polymer strengthened and masonry structure-a state of the art review[J].Compos B Eng,2007,38:509.
[7]Lam K Y,et al.Analysis of clamped laminated plates subjected to conventional blast[J].Composite Structures,1994,29:311.
[8]Nurick G N,et al.Behaviour of sandwich panels subjectedtoin tenseairblast-Part1:Experiments[J].Ibid,2009,91:433.
[9]鲍育明,等.碳纤维布加固钢筋混凝土构件抗爆性能研究综述[J].建筑技术2006,37(6):428.
[10]Porter J R,et al.Polymer coating increase blast resistance of exiating and temporary structures[J].The AMPTIAC Quarterly,2001,6(4):47.
[11]Odello R J.Polymer composite retrofits strengthen concrete structures[J].Ibid.2001,6(4):25.
[12]Michael L A,et al.Strengthening of unreinforced masonry wall susing FRPs[J].J Compos Construct,2001,5(2):76.
[13]Ehsani M R,et al.Shear behavior of URM retrofittedwith FRP overlays[J].Ibid.,1997,1(1):17.
[14]Schwegler G.Masonry construction strengthened with fi b er c om p os i t es i n s ei s m i c al l y end ang er ed zones[C].In:Proceeding of10th European Conference on Earthquake Engineering,Vienna,Austria.,1994(v1-4).2290.
[15]赵彤,等.碳纤维布用于砖砌体抗震加固的试验研究[J].地震工程与工程震动,2001,21(2):89.
[16]Muszynski,et al.Use of composite reinforcement to strengthen concrete and air-entrained concrete masonry walls against air blast[J].J Compos Construct,2003(7):98.
[17]卢亦焱,等.碳纤维布和角钢复合加固轴受压混凝土柱的试验研究[J].建筑结构学报,2003,4(5):18.
[18]熊光晶,等.高强玻璃纤维碳纤维布混杂加固混凝土梁柱的试验研究[J].工业建筑,2003,33(9):14.
[19]Ross C A,et al.Blast response of concrete beams and slabs externally reinforced with fibre reinforced plastics(FRP).In:Proceedings of the structure[C].Congress XV-building to last,Portland,USA,1997,13-16:673.
[20]Mosalam K M,et al.Nonlinear transient analysis of reinforced concrete slabs subjected to blast loading and retrofitted with CFRP composites[J].Composites:Part B,2001,32:623.
[21]王洪祚,等.加固混凝土构件用碳纤维增强胶粘材料中的界面效应[J].粘接,2011(4):73.
[22]陈伟明,等.高性能T800碳纤维复合材料树脂基体[J].复合材料学报,2001,18(3):29.
[23]郭慧玲,等.几种碳纤维的表面状态表征与分析[J].复合材料学报,2001,18(3):38.
[24]王斌,等.几种高性能纤维的表面性能及其对界面粘接的影响[J].固体火箭技术,2004,27(3):224.
[25]Ju-Hyung H,et al.Experimental study on hybrid CFRP-PU strengthening effect on RC panels under blast loading[J].Composite Structure,2011,93:2070.
[26]Jones J,et al.Finite difference analysis of simply supported RC slabs for blast loading[J].J Eng Struct,2009,31(12):2825.
[2]Fischer K,et al.SDOF response model parameters from dynamic blast loading experiments[J].J Eng Struct,2009,31(8):1677.
[3]王凤英,等.毁伤理论与技术[M].北京:北京理工大学出版社,2009.
[4]Schleyer G K,et al.Experimental investigation of blast wall panels under shock pressure loading[J].J Impact Eng,2007,34(6):1095.
[5]Malvar L J,et al.Use of composites to resist blast[J].J Compos Construct,2007,11:601.
[6]Buchan P A,et al.Blast resistance of FRP composites and polymer strengthened and masonry structure-a state of the art review[J].Compos B Eng,2007,38:509.
[7]Lam K Y,et al.Analysis of clamped laminated plates subjected to conventional blast[J].Composite Structures,1994,29:311.
[8]Nurick G N,et al.Behaviour of sandwich panels subjectedtoin tenseairblast-Part1:Experiments[J].Ibid,2009,91:433.
[9]鲍育明,等.碳纤维布加固钢筋混凝土构件抗爆性能研究综述[J].建筑技术2006,37(6):428.
[10]Porter J R,et al.Polymer coating increase blast resistance of exiating and temporary structures[J].The AMPTIAC Quarterly,2001,6(4):47.
[11]Odello R J.Polymer composite retrofits strengthen concrete structures[J].Ibid.2001,6(4):25.
[12]Michael L A,et al.Strengthening of unreinforced masonry wall susing FRPs[J].J Compos Construct,2001,5(2):76.
[13]Ehsani M R,et al.Shear behavior of URM retrofittedwith FRP overlays[J].Ibid.,1997,1(1):17.
[14]Schwegler G.Masonry construction strengthened with fi b er c om p os i t es i n s ei s m i c al l y end ang er ed zones[C].In:Proceeding of10th European Conference on Earthquake Engineering,Vienna,Austria.,1994(v1-4).2290.
[15]赵彤,等.碳纤维布用于砖砌体抗震加固的试验研究[J].地震工程与工程震动,2001,21(2):89.
[16]Muszynski,et al.Use of composite reinforcement to strengthen concrete and air-entrained concrete masonry walls against air blast[J].J Compos Construct,2003(7):98.
[17]卢亦焱,等.碳纤维布和角钢复合加固轴受压混凝土柱的试验研究[J].建筑结构学报,2003,4(5):18.
[18]熊光晶,等.高强玻璃纤维碳纤维布混杂加固混凝土梁柱的试验研究[J].工业建筑,2003,33(9):14.
[19]Ross C A,et al.Blast response of concrete beams and slabs externally reinforced with fibre reinforced plastics(FRP).In:Proceedings of the structure[C].Congress XV-building to last,Portland,USA,1997,13-16:673.
[20]Mosalam K M,et al.Nonlinear transient analysis of reinforced concrete slabs subjected to blast loading and retrofitted with CFRP composites[J].Composites:Part B,2001,32:623.
[21]王洪祚,等.加固混凝土构件用碳纤维增强胶粘材料中的界面效应[J].粘接,2011(4):73.
[22]陈伟明,等.高性能T800碳纤维复合材料树脂基体[J].复合材料学报,2001,18(3):29.
[23]郭慧玲,等.几种碳纤维的表面状态表征与分析[J].复合材料学报,2001,18(3):38.
[24]王斌,等.几种高性能纤维的表面性能及其对界面粘接的影响[J].固体火箭技术,2004,27(3):224.
[25]Ju-Hyung H,et al.Experimental study on hybrid CFRP-PU strengthening effect on RC panels under blast loading[J].Composite Structure,2011,93:2070.
[26]Jones J,et al.Finite difference analysis of simply supported RC slabs for blast loading[J].J Eng Struct,2009,31(12):2825.
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