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碾压混凝土劈裂抗拉的数值分析
引用本文:屈彦玲,彭一江,杜玉林. 碾压混凝土劈裂抗拉的数值分析[J]. 黑龙江水专学报, 2007, 34(2): 65-67
作者姓名:屈彦玲  彭一江  杜玉林
作者单位:1. 石家庄铁路职业技术学院,土木系,石家庄,050041
2. 北京交通大学,力学研究所,北京,100081
摘    要:碾压混凝土的强度关系到碾压混凝土结构的安全.采用随机骨料模型模拟碾压混凝土的细观结构,利用有限元方法数值模拟碾压混凝土试件劈裂抗拉的细观损伤断裂,并对其劈裂抗拉破坏过程进行了研究.

关 键 词:碾压混凝土  劈裂抗拉  数值分析  碾压混凝土结构  劈裂抗拉  数值分析  Concrete  Analysis  研究  破坏过程  损伤断裂  试件  数值模拟  有限元方法  利用  土的细观结构  随机骨料模型  安全  关系  强度
文章编号:1000-9833(2007)02-0065-03
修稿时间:2007-03-232007-03-27

Numerical Analysis of the Split-tension of Rolled Compacted Concrete
QU Yan-ling,PENG Yi-jiang,DU Yu-lin. Numerical Analysis of the Split-tension of Rolled Compacted Concrete[J]. Journal of Heilongjiang Hydraulic Engineering College, 2007, 34(2): 65-67
Authors:QU Yan-ling  PENG Yi-jiang  DU Yu-lin
Affiliation:l. Shiiiazhuang Institute of Railway Technology, Shijiazhuang 050041, China; 2. Institute of Mechanics, Beiiing Communications University, Beijing 100081, China
Abstract:The strength of rolled compacted concrete provides important effect to the safety of rolled compacted concrete. The random aggregate model was used to simulate the structure of rolled compacted concrete. The extension of cracks and the mechanic properties of rolled compacted concrete in split-tension test were simulated using finite method. The process on split-tension of roiled compacted concrete was studied.
Keywords:roiled compacted concrete   split-tension   numerical analysis
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