期刊文献+

基于粒子群算法的混凝土湿度场特征参数反演

Inverse Analysis of Characteristic Parameters for Concrete Humidity Field Based on Particle Swarm Optimization
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摘要 基于室内试验实测的湿度值,结合粒子群算法与三维有限元仿真计算程序反演了混凝土试块湿度场,获得了表征混凝土湿度消耗与扩散性能的特征参数,并对比了反演计算值与实测值,两者变化规律吻合,数值最大误差仅3.5%。实例结果表明,该方法精度较高、合理可靠、适用性强,值得推广。 Based on the measured humidity value in indoor test, this paper carries out the inverse analysis of concrete humidity field parameters with the combination of particle swarm optimization with 3D FEM simulation program. Parameters represented for the concrete humidity consumption and diffusion characteristics are obtained. The calculation results coincides with the measured value and the maximum error is only about 3.50//oo. The example results show that the proposed method has high precision, reliable and well-adapted, which is worth to be spread.
出处 《水电能源科学》 北大核心 2010年第3期115-117,56,共4页 Water Resources and Power
关键词 粒子群优化算法 混凝土 湿度场 扩散特征参数 反演分析 particle swarm optimization concrete humidity field diffusion characteristic parameters inverse analysis
作者简介 杨谈蜀(1967-),男,讲师。研究方向为建筑结构,E-mail:yangtanshu@126.com
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参考文献7

  • 1Rahman M K, Baluch M H, Al-Gadhib A H. Simulation of Shrinkage Distress and Creep Relief in Concrete Repair[J]. Composites Part B: Engineering,2000,31(13) :541-553.
  • 2Oh B H, Cha S W. Nonlinear Analysis of Temperature and Moisture Distributions in Early Age Concrete Structures Based on Degree of Hydration[J]. ACI Materials Journal, 2003,100 (5): 361-370.
  • 3朱岳明,刘有志,曹为民,吴健.混凝土湿度和干缩变形及应力特性的细观模型分析[J].水利学报,2006,37(10):1163-1168. 被引量:33
  • 4Kim J K, Lee C S. Moisture Diffusion of Concrete Considering Self Desiccation at Early Ages [J]. Cement and Concrete Research, 1999, 29(12): 1 921-1 927.
  • 5CEB-FIP Model Code(1990). CEB-FIP Model Code for Concrete Structures, Euro-International Commitre for Coucrete[S]. Lausanne: Bulletin D'information n°. 213/214,1993.
  • 6杨道辉,马光文,严秉忠,左幸.粒子群算法在水电站日优化调度中的应用[J].水力发电,2006,32(3):73-75. 被引量:24
  • 7James Kennedy, Russell Eberhart. Particle Swarm Optimization[A]. IEEE Service Center[C]. Piscataway:New Jersey, IV, 1999,12:1 942-1 948.

二级参考文献19

  • 1陈建春,马光文,王黎,过夏明,徐刚.梯级水电厂日竞价优化运行方式研究[J].水力发电学报,2004,23(4):11-15. 被引量:7
  • 2李爱国.多粒子群协同优化算法[J].复旦学报(自然科学版),2004,43(5):923-925. 被引量:398
  • 3刘光廷,邱德隆.三维热传导问题的间接边界元法[J].清华大学学报(自然科学版),1996,36(1):8-12. 被引量:5
  • 4Kennedy J,Eberhart R C.Particle swarm optimization[A].Proc.IEEE Int.Conf.Neural Networks[C].Piscataway,NJ:IEEE Press,1995,1942-1948.
  • 5S.Kannan,S.Mary Raja Slochanal,P.Subbaraj,Narayana Prasad Padhy.Application of particle swarm optimization technique and its variants to generation expansion planning problem[J].Electric Power Systems Research.2004,70:203-210.
  • 6Vandewalle L.Concrete creep and shrinkage at variable ambient conditions[A].Creep,shrinkage and durability mechanics of concrete and quasi-brittle materials[C].2001.721-727.
  • 7Man Yop Han,Lytton R L.Theoretical prediction of drying shrinkage of concrete[J].Journal of Materials in Civil Engineering,1995,7(4):204-207.
  • 8Shimomura T,Maekawa K.Analysis of the drying shrinkage behaviour of concrete using a micromechanical model based on the micropore structure of concrete[J].Magazine of Concrete Reseach,1997,49(181):303-322.
  • 9Granger L,Torrenti J M,Aker P.Thought about drying shrinkage:Experimental results and quantification of structural drying creep[J].Materials and Structures,1997,30(12):588-598.
  • 10Neubauer C M,Lennings H M,Garboczi E J.A three-phase model of the elastic and shrinkage properties of mortar[J].Advanced Cement Based Materials,1996,4(1):6-20.

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