首页 | 本学科首页   官方微博 | 高级检索  
     

碾压混凝土试件抗剪强度尺寸效应的数值模拟
引用本文:屈彦玲,彭一江,杜立峰. 碾压混凝土试件抗剪强度尺寸效应的数值模拟[J]. 水利与建筑工程学报, 2007, 5(3): 22-24
作者姓名:屈彦玲  彭一江  杜立峰
作者单位:石家庄铁路职业技术学院土木系,河北,石家庄,050041;北京交通大学力学研究所,北京,100044
摘    要:碾压混凝土试件与混凝土试件一样也存在着尺寸效应。笔者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受剪的细观损伤断裂,并重点对抗剪强度尺寸效应进行了研究。

关 键 词:碾压混凝土  试件  抗剪强度  尺寸效应  数值模拟
文章编号:1672-1144(2007)03-0022-03
收稿时间:2007-03-16
修稿时间:2007-03-162007-04-09

Numerical Simulation for Size Effect on Shear Strength of Roller Compacted Concrete Specimen
QU Yan-ling,PENG Yi-jiang,DU Li-feng. Numerical Simulation for Size Effect on Shear Strength of Roller Compacted Concrete Specimen[J]. Journal of Water Resources Architectural Engineering, 2007, 5(3): 22-24
Authors:QU Yan-ling  PENG Yi-jiang  DU Li-feng
Affiliation:1. Shijiazhuang Vocational and Technical College of Railway, Shijiazhuang, Hebei 050041, China ; 2. Institute of Mechanics, Beijing Jiaotong University, Beijing 100044, China
Abstract:There is the size effect in roller compacted concrete specimen as in concrete specimen. The random aggregate model is used to simulate the structure of the roller compacted concrete. The extension of cracks and the mechanic properties of the roller compacted concrete in shear test are simulated by using the finite element method. The size effect on shear strength of the roller compacted concrete is studied primarily.
Keywords:roller compacted concrete   specimen   shear strength   size effect   numerical simulation
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号