[1]钱春香,庄园,徐文.骨料粒径与ASR膨胀关系及计算研究进展[J].东南大学学报(自然科学版),2010,40(5):1121-1128.[doi:10.3969/j.issn.1001-0505.2010.05.045]
 Qian Chunxiang,Zhuang Yuan,Xu Wen.Effect of aggregate size on ASR expansion and progress of its calculation model[J].Journal of Southeast University (Natural Science Edition),2010,40(5):1121-1128.[doi:10.3969/j.issn.1001-0505.2010.05.045]
点击复制

骨料粒径与ASR膨胀关系及计算研究进展()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
40
期数:
2010年第5期
页码:
1121-1128
栏目:
材料科学与工程
出版日期:
2010-09-20

文章信息/Info

Title:
Effect of aggregate size on ASR expansion and progress of its calculation model
作者:
钱春香 庄园 徐文
东南大学材料科学与工程学院, 南京 211189; 东南大学江苏省土木工程材料重点实验室, 南京 211189
Author(s):
Qian Chunxiang Zhuang Yuan Xu Wen
School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing 211189, China
关键词:
碱硅酸反应 骨料粒径 膨胀 计算模型
Keywords:
alkali-silica reaction aggregate size expansion calculation model
分类号:
TU528.01
DOI:
10.3969/j.issn.1001-0505.2010.05.045
摘要:
综述了骨料粒径与碱硅酸反应(ASR)膨胀关系的研究现状,对现有研究的局限性和存在的问题进行了分析,阐述了进一步开展骨料粒径与ASR膨胀关系研究的必要性.重点介绍了ASR膨胀理论的研究方法,分别从材料层次和结构层次介绍了不同计算模型的思路、基本原理、基本假设和关键参数,指出了各自的优缺点和适用范围.最后通过对比分析,认为无论是材料层次还是结构层次的模型,在模拟ASR膨胀时均存在着一定的缺陷,并指出为了建立更为合理、适用性更强的ASR膨胀模型,应当同等重视微观的化学反应本身及宏观的物理膨胀过程.
Abstract:
New research achievements in the effect of aggregate size on alkali-silica reaction(ASR)expansion are reviewed. The limitations and existing problems are analyzed and the importance of further studies on the relationship between aggregate size and ASR induced expansion is pointed out. Then, the normal research method for investigating ASR expansion is introduced. The mechanism, hypothesis, key parameters of the existing models are discussed on the material level and structural level, respectively. The advantages and disadvantages of different models are also analyzed to evaluate their applicability. It is pointed out that neither the material models nor the structural models can appropriately simulate the ASR expansion. A method consists of both physical expansion and chemical reaction should be established to obtain a more reasonable and applicable model.

参考文献/References:

[1] 王爱勤,张承志.水工混凝土的碱骨料反应问题[J].水利学报,2003,2(2):117-123.
  Wang Aiqing,Zhang Chengzhi.Some questions about the alkali-aggregate reaction of concrete for hydraulic projects [J].Journal of Hydraulic Engineering,2003,2(2):117-123.(in Chinese)
[2] 李金玉.中国大坝混凝土中的碱骨料反应[J].水力发电,2005,31(1):34-37.
  Li Jinyu.Alkali-aggregate reaction in dam concrete of China [J].Water Power,2005,31(1):34-37.(in Chinese)
[3] 莫祥银,许仲梓,唐明述.国内外混凝土碱集料反应研究综述[J].材料科学与工程,2003,20(1):128-132.
  Mo Xiangyin,Xu Zhongzi,Tang Mingshu.Review of alkali-aggregate reaction and its research progress [J].Materials Science and Engineering,2003,20(1):128-132.(in Chinese)
[4] 武登云,谢宝瑜,黄卫红,等.南水北调中线北京段工程混凝土骨料碱活性分析及抑制碱活性效能研究[J].水利水电技术,2009,40(11):80-84.
  Wu Dengyun,Xie Baoyu,Huang Weihong,et al.Analysis and research on alkali activity of concrete aggregate and inhibition of its effectiveness for construction of Beijing-section within mid-route of south-to-north water transfer project [J].Water Resources and Hydropower Engineering,2009,40(11):80-84.(in Chinese)
[5] Stanton T E.Expansion of concrete through reaction between cement and aggregate [J].American Society of Civil Engineers,1940,66(10):1781-1811.
[6] Diamond S,Thaulow N.A study of expansion due to alkali-silica reaction as conditioned by the grain size of the reactive aggregate [J].Cement and Concrete Research,1974,4(4):591-607.
[7] Hobbs D W,Gutteridge W A.Particle size of aggregate and its influence upon the expansion caused by the alkali-silica reaction [J].Magazine of Concrete Research,1979,31(109):235-242.
[8] Zhang C Z,Wang A Q,Tang M S,et al.Influence of aggregate size and aggregate size grading on ASR expansion [J].Cement and Concrete Research,1999,29(9):1393-1396.
[9] 张承志,王肇嘉,陈作璋,等.在80℃条件下,试件尺寸对碱-硅反应膨胀的影响[J].混凝土与水泥制品,2002(5):16-21.
  Zhang Chengzhi,Wang Zhaojia,Chen Zuozhang,et al.The influence of specimen size on ASR induced expansion in 80℃ [J].China Concrete and Cement Products,2002(5):16-21.(in Chinese)
[10] Poyet S.Etude de la degradation des ouvrages enbéton atteints par la réaction alcali-silice:approcheexpérimentale et modé lisation numérique multié chelles des dégradations dans un environnement hydro-chemo-mécanique variable [D].France:University of Marne la Vallée,2003.
[11] Multon S,Cyr M,Sellier A,et al.Coupled effects of aggregate size and alkali content on ASR expansion [J].Cement and Concrete Research,2008,38(3):350-359.
[12] Kawamura M,Takomoto K,Hashaba S,et al.Application of quantitative EDXA analysis and microhardness measurements to the study of alkali-silica reaction mechanisms[C] //Proceedings of 6th International Conference of Danish Concrete Association.Copenhagen,1983:167-174.
[13] Meyer C,Baxter S.Use of recycled glass and fly ash for precast concrete [R].New York,USA:New York State Energy Research and Development Authority,1998.
[14] Jin W,Suwito A,Meyer C,et al.Theoretical modeling on expansion and damage due to alkali-silica reaction[C] //Engineering Mechanics:A Force for the 21st Century,Proceedings of 12th Engineering Mechanics Conference.San Diego,USA,1998:1175-1178.
[15] Jin W.Alkali-silica reaction in concrete with glass aggregate:a chemo-physico-mechanical approach [D].New York:Columbia University,1998.
[16] Meyer C,Xi Y.Use of recycled glass and fly ash for precast concrete [J].Journal of Materials in Civil Engineering,1999,11(2):89-90.
[17] Ramyar K,Topal A.Effects of aggregate size and angularity on alkali-silica reaction [J].Cement and Concrete Research,2005,35(11):2165-2169.
[18] Multon S,Cyr M,Sellier A,et al.Effects of aggregate size and alkali content on ASR expansion [J].Cement and Concrete Research,2010,40(4):508-516.
[19] Ichikawa T.Alkali-silica reaction,pessimum effects and pozzolanic effect [J].Cement and Concrete Research, 2010,40(8):716-526.
[20] 卢都友,许仲梓,唐明述.不同结构构造硅质集料的碱硅酸反应模型[J].硅酸盐学报,2002,30(4):149-154.
  Lu Duyou,Xu Zhongzi,Tang Mingshu.ASR models for siliceous aggregates with different texture and structure characteristics [J].Journal of the Chinese Ceramic Society,2002,30(4):149-154.(in Chinese)
[21] Uomoto T,Furusawa Y,Ohaga H.A simple kinetics based model for predicting alkali-silica reaction[C] //Proceedings of the 9th International Conference on Alkali-Aggregate Reaction in Concrete.London,UK,1992:1077-1084.
[22] Furusawa Y,Ohga H,Uomoto T.An analytical study concerning prediction of concrete expansion due to alkali-silica reaction[C] //Proceedings of the 3rd International Conference on Durability of Concrete.Nice,France,1994:757-779.
[23] Nielsen A,Gottfredsen F,Thogersen F.Development of stresses in concrete structures with alkali-silica reactions [J].Materials and Structures,1993,26(3):152-158.
[24] Sellier A,Bournazel J P,Mébarki A.Unemodé lisation de alcali-réaction intégrant unedescription des phénome`nes alé atoires locaux [J].Materials and Structures,1995,28(181):373-383.
[25] Poyset S,Sellier A,Capra B,et al.Chemical modelling of alkali silica reaction:influence of the reactive aggregate size distribution [J].Materials and Structures,2007,40(2):229-239.
[26] Xi Y,Suwito A.Testing and modeling alkali-silica reaction and the associated expansion of concrete [C] // Mechanics of Quasi-Brittle Materials and Structures:A Volume in Honor of Prof ZP Baznt’s 60th Birth Day.Paris:Hermes Science Publications,1999:217-232.
[27] Suwito A,Jin W.A mathematical model for the pessimum effect of ASR in concrete [J].Concrete Science and Engineering,2002,4(13):23-34.
[28] Baznt Z P,Steffens A.Mathematical model for kinetics of alkali-silica reaction in concrete [J].Cement and Concrete Research,2000,30(3):419-428.
[29] Moranville J P B.Durability of concrete:the crossroad between chemistry and mechanics [J].Cement and Concrete Research,1997,27(10):1543-1552.
[30] Moranville M.Modeling of expansion induced by ASR:new approaches [J].Cement and Concrete Composites,1997,19(5/6):415-425.
[31] Larive C.Behaviour of AAR-affected concrete modeling [C] //Proceedings of 10th AAR International Conference.Québec,Canada,1996:662-669.
[32] Lemarchand L D.Elements of micromechanics of ASR induced swelling in concrete structures [J].Concrete Science and Engineering,2002,4(13):12-22.
[33] Multon S,Sellier A,Cyr M.Chemo-mechanical modeling for prediction of alkali silica reaction(ASR)expansion [J].Cement and Concrete Research,2009,39(6):490-500.
[34] Chang S S.Performance-based approach to evaluate alkali-silica reaction potential of aggregate and concrete using dilatometer method [D].Texas:Texas A&M University,2008.
[35] Bulteel D,Riche J,Garcia D E,et al.Better understanding of ASR mechanism thanks to petrography study on altered flint aggregate[C] //Proceedings of the 12th International Conference on Alkali-Aggregate Reaction in Concrete.Beijing,China,2004:69-78.
[36] Bulteel D,Garcia D E,Vernet C,et al.Alkali-silica reaction:a method to quantify the reaction degree [J].Cement and Concrete Research,2002,32(8):1199-1206.
[37] Rivard P,Ballivy G.Assessment of the expansion related to alkali-silica reaction by the damage rating index method [J].Construction and Building Materials,2005,19(2):83-90.
[38] Charlwood R G,Steele R R,Solymar Z V,et al.A review of alkali-aggregate reactions in hydro-electric plants and dams[C] //Proceedings of the International Conference of Alkali-Aggregate Reactions in Hydroelectric Plants and Dams. New Brunswick,Canada,1992:1-29.
[39] Léger P,Cote P,Tinawi R,et al.Finite element analysis of concrete swelling due to alkali-aggregate reactions in dams [J].Computers and Structures,1996,60(4):601-611.
[40] Capra B,Sellier A.Orthotropic modeling of alkali-aggregate reaction in concrete structures:numerical simulations [J].Mechanics of Materials,2003,35(5):817-830.
[41] Farage M C R,Alves J L D,Fairbairn E M R,et al.Macroscopic model of concrete subjected to alkali-aggregate reaction [J].Cement and Concrete Research,2004,34(3):495-505.
[42] Haha M B.Mechanical effects of alkali silica reaction in concrete studied by SEM-Image analysis [D].Lausanne:École Polytechnique Fédérale de Lausanne,2006.
[43] Haha M B,Gallucci E,Guidoum A,et al.Relation of expansion due to alkali silica reaction to the degree of reaction measured by SEM image analysis[J].Cement and Concrete Research,2007,37(8):1206-1214.
[44] Dunant C F,Scrivener K L.Micro-mechanical modeling of alkali-silica-reaction-induced degradation using the AMIE framework [J].Cement and Concrete Research, 2010,40(4):517-525.
[45] Peyrot I C,Bernard F,Bouchard P O,et al.Development and validation of a 3D computational tool to describe concrete behaviour at mesoscale.Application to the alkali-silica reaction [J].Computational Materials Science,2009,46(4):1163-1177.
[46] Peyrot I C.Development and validation of a 3D computational tool to describe damage and fracture due to alkali silica reaction in concrete structures [M].Paris:Ecole des Mines de Paris,2006.
[47] Grimal E,Sellier A,Multon S,et al.Concrete modeling for expertise of structures affected by alkali aggregate reaction [J].Cement and Concrete Research,2010,40(4):502-507.

相似文献/References:

[1]詹炳根,孙伟,沙建芳,等.碱硅酸反应作用下混凝土中氯离子扩散规律和结合能力[J].东南大学学报(自然科学版),2006,36(6):956.[doi:10.3969/j.issn.1001-0505.2006.06.017]
 Zhan Binggen,Sun Wei,Sha Jianfang,et al.Chloride diffusion and binding capacity in concrete suffered from ASR[J].Journal of Southeast University (Natural Science Edition),2006,36(5):956.[doi:10.3969/j.issn.1001-0505.2006.06.017]

备注/Memo

备注/Memo:
作者简介: 钱春香(1966—),女,博士,教授,博士生导师,cxqian@seu.edu.cn.
基金项目: 国家重点基础研究发展计划(973计划)资助项目(2009CB623203).
引文格式: 钱春香,庄园,徐文.骨料粒径与ASR膨胀关系及计算研究进展[J].东南大学学报:自然科学版,2010,40(5):1121-1128. [doi:10.3969/j.issn.1001-0505.2010.05.045]
更新日期/Last Update: 2010-09-20