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蒋忠信. 拉力型锚索锚固段剪应力分布的高斯曲线模式[J]. 岩土工程学报, 2001, 23(6): 696-699.
引用本文: 蒋忠信. 拉力型锚索锚固段剪应力分布的高斯曲线模式[J]. 岩土工程学报, 2001, 23(6): 696-699.
JIANG Zhongxin. A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 696-699.
Citation: JIANG Zhongxin. A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 696-699.

拉力型锚索锚固段剪应力分布的高斯曲线模式

A Gauss curve model on shear stress along anchoring section of anchoring rope of extensional force type

  • 摘要: 拉力型锚索、锚杆之锚固段的剪应力是非均布的 ,剪应力分布曲线是以 0为渐进线的单峰曲线。对不同工程类型的锚索、锚杆的实测数据的拟合表明 ,用三参数的高斯曲线来描述锚固段剪应力分布曲线较为贴切 ,并导出了曲线的极值、拐点、积分等特征值 ,讨论了锚固段的有效长度及其安全储备。

     

    Abstract: Shear stress of anchoring rope(rod)of extensiona l force type is une venly distributed along anchoring section. Distribution curve of the shear stre ss is a unimodal curve with 0 as progressive line. According to fitting measured data in anchoring rope and anchoring rod engineering of different type, it is e xplained that describing distribution curve of shear stress along anchoring sect ion with a Gauss curve (a normal frequency distribution curve) of 3 parameters i s suitable. Characteristic values (maximum value ,inflection point and int egration value)of the curve are studied too. Further, effective length of the s ection and its coefficient of safety are discussed.

     

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