Test study of influence of erosion on mechanical behavior of anchor

被引:0
|
作者
Zheng, Jing [1 ]
Zeng, Huihui [1 ]
Zhu, Benzhen [1 ]
机构
[1] Northwest Research Institute Co., Ltd. of China Railway Engineering Corporation, Lanzhou, Gansu 730000, China
关键词
Anchors; -; Defects; Erosion; Fracture;
D O I
暂无
中图分类号
学科分类号
摘要
The erosion situation, erosion rate and mechanical behavior rules of steel strands in anchors with time have been analyzed and studied through taking erosion tests in strong erosion condition on four types of anchors as steel strand and injection cavity defect anchor with or without prestressing separately. The mechanical behavior reduction of steel strands in anchors and the mechanical behavior reduction differences among various types of samples have been analyzed as well. The regression analysis of the variation of the fracture load of erosion anchor samples with time is conducted. The study results show that in the same erosion condition, the erosion rate of anchors with injection cavity defects(or with broken PE casings or bellows) is faster than steel strand, of course much faster than anchors without defects. Stress erosion has great effect on the mechanical behavior of steel strands in anchors. Based on various tests of the fracture load of steel strands in anchors with erosion time in different erosion conditions, the fracture load can be inferred in a certain erosion condition through the regression curves of relationship between fracture load and time for steel strands in anchors. Therefore, the safety assessment and life prediction to anchors can be carried out.
引用
收藏
页码:2469 / 2474
相关论文
共 50 条
  • [1] Model Test Based on Mechanical Characteristics of Slope Anchor and Water Influence
    Lin, Cong
    Lei, Xuewen
    Meng, Qingshan
    Zhou, Rongfang
    [J]. ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4, 2012, 594-597 : 105 - +
  • [2] Numerical simulation of influence on mechanical behavior of flexible retaining method with prestressed anchor
    Tu, Bing-Xiong
    Jia, Jin-Qing
    Yu, Jin
    Cai, Yan-Yan
    Liu, Shi-Yu
    [J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 36 : 146 - 153
  • [3] Centrifuge test study on the influence mechanism of anchor cable installation on the seismic response of pile‒anchor structures
    Wang, Yu
    Zheng, Tong
    Sun, Rui
    Sun, Qiangqiang
    Long, Xiao
    Liu, Hongshuai
    Qi, Wenhao
    [J]. Soil Dynamics and Earthquake Engineering, 2025, 190
  • [4] Element-scale pullout test study on the mechanical behavior of grouted anchor-soil interface subjected to ground pressure
    Chen, Changfu
    Zhu, Shimin
    [J]. ACTA GEOTECHNICA, 2024, 19 (08) : 5433 - 5447
  • [5] Triaxial Erosion Test for Evaluation of Mechanical Consequences of Internal Erosion
    Ke, Lin
    Takahashi, Akihiro
    [J]. GEOTECHNICAL TESTING JOURNAL, 2014, 37 (02):
  • [6] Test study of mechanical performances of anchorage zone of pressure dispersion anchor cable style
    Zhang, Yong
    Zhao, Hongling
    Zhang, Xiangyang
    [J]. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (SUPPL. 1): : 3052 - 3056
  • [7] ANCHOR TEST STUDY - LONG AND SHORT OF IT
    LINN, RL
    [J]. JOURNAL OF EDUCATIONAL MEASUREMENT, 1975, 12 (03) : 201 - 214
  • [8] Expelimental study on mechanical behavior of anchor bolts and surrounding concrete under combined loading
    Shirai, Yuki
    Yamada, Satoshi
    Sakata, Hiroyasu
    Shimada, Yuko
    Kishiki, Shoichi
    [J]. Journal of Structural and Construction Engineering, 2015, 80 (717): : 1735 - 1744
  • [9] MODEL TESTS ON MECHANICAL BEHAVIOR OF UNDERREAMED GROUND ANCHOR
    Guo, Gang
    Liu, Zhong
    Zhang, Yi
    Zhang, Hui-Le
    Lu, Jing-Chun
    Ma, Li-Jun
    [J]. NEW DEVELOPMENT IN ROCK MECHANICS AND ENGINEERING (NDRM2012), 2013, : 217 - 223
  • [10] Experimental and numerical study on the mechanical behavior of layered rock anchored by CRLD anchor cable
    Sun, Xiaoming
    Wang, Lei
    Jiang, Ming
    Miao, Chengyu
    Zhang, Yong
    Li, Bingjian
    [J]. ENGINEERING FAILURE ANALYSIS, 2024, 165