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钢管混凝土徐变预测模式的对比分析 被引量:1

Comparative Analysis on Creeping Prediction Model of Concrete Filled Steel Tube
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摘要 针对钢管混凝土的徐变特性,对比分析了几种混凝土徐变模式在计算钢管混凝土徐变效应时的精度。结果表明,B3模式计算结果与试验结果吻合度最好,且考虑的因素最为全面,可用于钢管混凝土构件的徐变计算。 Various prediction models are developed to predict the creep effect of concrete filled steel tube. The precisions in calculating different creep of the concrete filled steel tube by the above models are compared and analyzed. The study results show that the creep of the concrete by B3 model is closest to the experimental results, and the almost all factors are comprehensively considered. So the B3 model can be used to calculate the creep of the concrete filled steel tube.
出处 《混凝土与水泥制品》 北大核心 2013年第12期56-59,共4页 China Concrete and Cement Products
基金 国家自然科学基金项目(51208123 51208229) 广东省自然科学基金项目(S2012040007317) 广东高校优秀青年创新人才培养计划项目(2012LYM_0101)
关键词 钢管混凝土 徐变模式 对比研究 Concrete filled steel tube Creep model Comparative study
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参考文献12

  • 1张电杰,王元丰,雷扬.钢管混凝土轴心受压短柱徐变模型研究[J].土木工程学报,2010,43(S2):246-251. 被引量:14
  • 2王玉银,耿悦,张素梅.钢管混凝土收缩徐变模型及计算方法对比分析[J].天津大学学报,2011,44(12):1075-1082. 被引量:18
  • 3Goel R,Kumar R,Paul D K. Comparative study of various creep and shrinkage prediction models for concrete [J]. Journal of Materials in Civil Engineering,2007,19(3):249-260.
  • 4CEB-FIP model code (1990) [S]. Design Code, Thomas Telford, London,1991.
  • 5Committee A. Prediction of Creep, Shrinkage, and Tempera- ture Effects in Concrete Structures (ACI 209R-92)[R],1997.
  • 6Gardner N J, Lockman M J. Design provisions for drying shrinkage and creep of normal-strength concrete[J]. ACI Materi- als Journal,2001,98 (2): 159-167.
  • 7Bazant Z P, Baweja S. Creep and shrikage prediction model for ananlysis and design of concrete structures:Model B3 [J]. Adam Neville Symposium: Creep and Shrinkage-Structural De- sign Effects ACI SP - 194, A. A1-Manaseer, ed, Am. Concrete Institute,2001:1-83.
  • 8Terrey P J, Bradford M A, Gilbert R L. Creep and shrinkage of concrete in concrete filled circular steel tubes[Z]. Proceeding of 6th international symposium on tubular structures, Mel- bourbne, Australia: 1994.
  • 9Kwon S H, Kim Y Y, Kim J K. Long-term Behaviour under Axial Service Loads of Circular Columns Made From Concrete Filled Steel Tubes [J]. Magazine of Concrete Research,2005, 57 (2):87-99.
  • 10刘成才.大跨径钢管混凝土拱桥的时间、几何、温度非线性空间分析[D].重庆:重庆交通学院,2003.

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