Automatic plotting of principal stress trajectories by direction function contouring

被引:0
|
作者
Ibaraki University, Dept. of Systems Engineering, 4-12-1 Nakanarusawa-cho, Hitachi-shi, Ibaraki, 316-8511, Japan [1 ]
机构
关键词
All Open Access; Bronze;
D O I
10.1299/kikaia.68.385
中图分类号
学科分类号
摘要
Finite element method
引用
收藏
页码:385 / 390
相关论文
共 50 条
  • [1] FATIGUE DESIGN CRITERIA AS FUNCTION OF THE PRINCIPAL STRESS DIRECTION RELATIVE TO THE WELD TOE
    Lotsberg, Inge
    PROCEEDINGS OF THE 27TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING - 2008, VOL 5, 2008, : 131 - 143
  • [3] Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay
    Wang, Yuke
    Gao, Yufeng
    Guo, Lin
    Yang, Zhongxuan
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (01)
  • [4] Size and axis direction of principal stress in simple shear
    Lu Ting-hao
    Zhou Ai-zhao
    Liu Yao
    ROCK AND SOIL MECHANICS, 2010, 31 (04) : 1009 - +
  • [5] Analysis of effect of principal stress direction on dilatancy of sand
    Liu, P. (lp-536@163.com), 2013, Academia Sinica (34):
  • [6] Size and axis direction of principal stress in simple shear
    Lu, Ting-Hao
    Zhou, Ai-Zhao
    Liu, Yao
    Yantu Lixue/Rock and Soil Mechanics, 2010, 31 (04): : 1009 - 1012
  • [7] RELATIONSHIP BETWEEN DIRECTION OF HAVERSIAN CANALS AND PRINCIPAL STRESS
    SUZUKI, H
    MAEDA, H
    JOURNAL OF DENTAL RESEARCH, 1987, 66 : 323 - 323
  • [8] Analysis of effect of principal stress direction on dilatancy of sand
    Liu Peng
    Luan Mao-tian
    Wang Zhong-tao
    ROCK AND SOIL MECHANICS, 2013, 34 (03) : 667 - 673
  • [9] POWDER STRENGTH AFTER CHANGES IN PRINCIPAL STRESS DIRECTION
    DUNSTAN, T
    JAMEBOZORGI, M
    AKBARIANMIANDOUAB, S
    POWDER TECHNOLOGY, 1994, 81 (01) : 31 - 40
  • [10] Influence of principal stress direction and intermediate principal stress parameter on the small strain stiffness of reconstituted loess
    Lin Qing-hui
    Yan Jia-jia
    Dong Mei
    Zhu Jian-feng
    ROCK AND SOIL MECHANICS, 2018, 39 (04) : 1369 - 1376