期刊文献+

碱硅酸反应影响下混凝土结构的寿命预测 被引量:7

Prediction of Service Life of Concrete Structures Affected by Alkali-Silica Reaction
下载PDF
导出
摘要 选取具有碱活性的实际工程砂石,以混凝土棱柱体法为基础,结合Arrhenius方程,建立了实际工程混凝土碱硅酸反应寿命预测数学模型。根据实际配合比混凝土在升温加速试验的膨胀发展,利用模型可预测实际混凝土工程在常温状态下的使用寿命。 The field alkali reactive aggregates were chosen for the present investigation. Based on the concrete prism method, a laboratory study has been carried out to establish the mathematic model for ASR while combining with the Arrhenius equation. Using this model, the service life of concrete structure under normal temperature may be predicted on the basis of expansion development of concrete, which mixed by field proportion and cured under elevated temperature.
作者 王军 邓敏
出处 《硅酸盐通报》 CAS CSCD 北大核心 2006年第5期27-30,共4页 Bulletin of the Chinese Ceramic Society
关键词 碱硅酸反应 Arrhenius方程 寿命预测 混凝土 alkali-silica reaction Arrhenius equation service life prediction concrete
  • 相关文献

参考文献6

二级参考文献36

  • 1牛荻涛,石玉钗,雷怡生.混凝土碳化的概率模型及碳化可靠性分析[J].西安建筑科技大学学报(自然科学版),1995,27(3):252-256. 被引量:37
  • 2ACI 365. 1R-00, 'Service Life Prediction-State-the-Art Report',reported by ACI Committee 365,2000.
  • 3Siemes,T.,et ad.,'History of servlce life design of concrete structures',Workshop on Durability of Concrete,Berlin,June 1999.
  • 4Rostam,S.,'CEB Design Guide and the DuraCrete Design Manual',Workshop on Design of Durability of Concrete,Berlin,June1999.
  • 5Fluge,F.,'Marine chlorides-A probabilistic approach to derive provisions for EN 206-1',3rd Workshop on Service Life Design of Concrete Structures-from Theory to standardisation, Tromsφ,Norway,June2001.
  • 6Sandberg,P.,'Chloride initiated reinforcement corrosion in marine concrete',Report TVBM-1015,PhD Thesis, Division of Building Materials,Lund Unversity,1998.
  • 7Taywood Engineering Ltd.,'Condition Audit of Reinforced Concrete piers and Review of Concrete Design for the Environment-Executive Summary.Oct. 1996.
  • 8Basheer,P,A.M., et al.,'An holistic approach to design reinforced concrete structures for durability'.
  • 9Price,W.F.,'High Performance Concrete in Practice'.Presented at the 22nd Annual Convention of the Institute of Concrete Technology,March 1994.
  • 10Dunaszegi,L.,'HPC for Druability of the Confederation Bridge',HPC Bridge Views, No.5,Sept./Oct. 1999.

共引文献181

同被引文献82

  • 1洪翠玲,卢都友.颗粒尺寸对砂岩集料压蒸膨胀行为的影响[J].南京工业大学学报(自然科学版),2007,29(4):15-20. 被引量:1
  • 2PREZZI M, MONTEIRO J M, SPOSITO G. The alkali-silica reaction Part 1:-Use of the double-layer theory to explain the behaviour of reaction products gels[J]. ACI Materials Journal,1997,94(1) :10-17.
  • 3LARVIE C. Behaviour of AAR-affected concrete modeling [C]//Proeeedings of 10th International Conference on Alkali Aggregate Reaction. Australia: CSIRO Division of Building Construction and Engineering, 1996 : 662-669,.
  • 4CAHANG S S. Performance based approach to evaluate alkali silica reaction potential of aggregate and concrete using di- latometer method[D]. Texas:Texas A & M University,2008.
  • 5XI Y,SUWITO A. Testing and modeling alkali silica reaction and the associated expansion of eonerete[C]//Meehanies of Quasi-Brittle Materials and Structure:A Volume in Honor of Prof ZP Bazant 60th Birth Day. Paris; Hermes Science Publications, 1999:217-232.
  • 6JIN W. Alkali-silica reaction in concrete with glass aggregate:A chemo-physico-mechanical approach[D]. New York: Colum hia University, 1998.
  • 7ZHANG C Z, WANG A. Influence of aggregate size and ag gregate size grading on ASR expansion[J]. Cement and Con- crete Research, 1999,29(9) : 1393-1396.
  • 8BAZANT ZP, STEFFENS A. Mathematical model for kinetics of alkali-silica reaction in concrete[J]. Cement and Concrete Research,2000,30(3) :419-428.
  • 9FURUSAWA Y, OHGA H, UOMOTO T. 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: Special Publication, 1994:757-779.
  • 10POYET S,SELLIER A,CAPRA A,et al. Chemical modelling of alkali silica reaction:Influence of the reactive aggregate size distribution[J] . Materials and Structures, 2007,40 (2) : 229- 239.

引证文献7

二级引证文献23

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部