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TAN Yi-ping, ZENG Zhen-qiang. Pull-out tests on anchor bolts under simple harmonic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 409-414.
Citation: TAN Yi-ping, ZENG Zhen-qiang. Pull-out tests on anchor bolts under simple harmonic waves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 409-414.

Pull-out tests on anchor bolts under simple harmonic waves

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  • Received Date: May 13, 2012
  • Published Date: March 24, 2013
  • With regard to the dynamic problem in the anchor engineering, a destructive experiment using harmonic seismic waves is designed to analyze anchorage mechanism, shear stress distribution and dynamic pull-out resistence under dymanic load. The results show that the shear stress under dynamic action becomes stronger from the top end to the bottom end of the anchor bolt and play its role along the whole anchor bolt. The pull-out resistence under dynamic action is stronger than the experimental simulation under static situation and experiment.
  • [1]
    程良奎,范景伦. 岩土锚固[M]. 北京: 中国建筑工业出版社, 2003.((CHEN Liang-kui, FAN Jing-lun.
    Geotechnical anchorage[M]. Beijing: China Architecture and Building Press, 2003.( in Chinese))
    [2]
    战玉宝,毕宣可,尤春安. 预应力锚索锚固段应力分布影响因素分析[J]. 土木工程学报, 2007,40(6):49-53. (ZHAN Yu-bao, BI Xuan-ke, YOU Chun-an.
    Analysis of factors influencing the stress distribution in prestressed cables[J]. China Civil Engineering Journal, 2007, 40(6): 49-53.( in Chinese))
    [3]
    尤春安. 全长黏结式锚杆的受力分析[J]. 岩石力学与工程学报, 2000,19(3):339-341. (YOU Chun-an.
    Mechanical analysis of the fully bonded anchor[J]. Rock Mechanics and Engineering, 2000, 19(3): 339-341.( in Chinese))
    [4]
    孙 冰,曾 晟,丁德馨,等. 混凝土锚杆的瞬态动力响应实验研究[J]. 采矿与安全工程学报, 2010,27(2):244-248. (SUN Bing, ZENG Sheng, DING De-xin, et al. The experimental study of the concrete anchor in the instantaneous power[J]. Mining and Safety Engineering, 2010, 27(2)
    [5]
    单仁亮,周纪军,夏 宇,等. 爆炸荷载下锚杆动态响应试验研究[J]. 岩石力学与工程学报, 2011,30(8):1540-1546. (SHAN Ren-liang, ZHOU Ji-jun, XIA Yu, et al. Experimental study of the anchor under blast load[J]. Rock Mechanics and Engineering, 2011, 30(8)
    [6]
    尤春安,高 明,张利民,等. 锚固体应力分布的试验研究[J]. 岩土力学, 2004,25(增刊1):63-66. (YOU Chun-an, GAO Ming, ZHANG Li-min, et al. Experimental study about the stress distribution of the anchor[J]. Rock and Soil Mechanics, 2004, 25(S1)
    [7]
    朱 玉,卫 军,廖朝华. 确定预应力锚索锚固长度的复合幂函数模型法[J]. 武汉理工大学学报, 2005,27(8):60-63. (ZHU Yu, WEI Jun, LIAO Chao-hua.
    The method of composite power function model used to determine the prestressed anchorage length[J]. Journal of Wuhan University of Technology, 2005, 27(8): 60-63.( in Chinese))
    [8]
    中治集团建筑研究总院. CECS 22:2005岩土锚杆(索)技术规程[S]. 北京: 中国计划出版社, 2005.(((Architectural Research Institute of the Governance Group. CECS 22:2005 Technical specification for ground anchors[S]. Beijing
    [9]
    占玉宝. 锚固体应力分布的试验及数值模拟研究[D]. 济南:山东科技大学, 2005.((ZHAN Yu-bao.
    An anchoring experiment and numerical simulation on stress distribution[D]. Jinan: Shandong University of Science and Technology, 2005.( in Chinese))

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