This method can reflect how the fixed anchor length influences grout-rock interface maximal shear stress. The increase of bearing capacity in the rock anchor gradually slows down when fixed anchor length is increased.
提出压力型岩锚的优化设计方法,该优化方法反映不同锚固长度对注岩界面峰值剪应力的影响,可使承载力随锚固长度的增长而自动趋于收敛。
参考来源 - 压力型岩锚内锚固段锚固性能及工程应用研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Making use of nonlinear curve fitting, distribution equation of bond stress of the fixed unit anchor length is achieved.
并对测试结果进行了拟合，得出了锚固段粘结应力分布的拟合方程。
With the increase of the anchor length, the critical load bearing of the anchor is increased, and the yielding displacement is decreased.
随着锚杆长度的增大，锚杆的极限承载力相应增大，同时屈服位移量也相应降低。
The anchor was attached to a length of rope.
铁锚系在一段缆绳上。
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