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朱焕春, 吴海滨, 赵海斌. 反复张拉荷载作用下锚杆工作机理试验研究[J]. 岩土工程学报, 1999, 21(6): 662-665.
引用本文: 朱焕春, 吴海滨, 赵海斌. 反复张拉荷载作用下锚杆工作机理试验研究[J]. 岩土工程学报, 1999, 21(6): 662-665.
Zhu Huanchun, Wu Haibin, Zhao Haibin. Experimental study on bolting mechanism under cyclic tensile load[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(6): 662-665.
Citation: Zhu Huanchun, Wu Haibin, Zhao Haibin. Experimental study on bolting mechanism under cyclic tensile load[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(6): 662-665.

反复张拉荷载作用下锚杆工作机理试验研究

Experimental study on bolting mechanism under cyclic tensile load

  • 摘要: 三峡永久船闸高强结构锚杆在工程运行期将承担水压力、温度应力等周期性荷载的作用。该文叙述了反复张拉荷载作用下锚杆受力状态、变形特征和锚杆作用机理的现场试验结果,揭示出循环荷载作用下锚杆应力大小和影响范围向会深度传递,但变形相对稳定。

     

    Abstract: High strength structural bolt in permanent shiplock at the Three Gorges Project will work under periodic load caused by water pressure and temperature stress during the operation . The field test results of bolt stress and deformation under cyclic tensile load are presented in this paper. And it is pointed out that the bolt stress will transfer to depth, but the deformation keeps constant under the cyclic tensile load.

     

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