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。
The boat that now arrived, assured by the answering signal that all was well, soon came in sight, white and silent as a phantom, and cast anchor within a cable's length of shore.
那艘帆船还是等在外面，在观察回答的信号究竟对不对，不久，它就静悄悄地驶近了，只见白朦朦的一片，象是一个幽灵似的，在离岸一箭路以外抛了锚。
Performance tests consist of incremental loading and unloading of anchors to verify sufficient capacity to resist the test load verify the free length and evaluate the permanent set of the anchor.
性能试验应包括渐进式装卸锚杆，以验证锚杆有足够的能力抵抗试验荷载，确认自由长度，并估算锚杆的永久变形量。
The theory how forces act on the joint, the kinds of destruction, bar anchor problem of U-shaped bar and the length of hinge were further discussed and analyzed.
结合前面的工作，对节点的受力机制、破坏类型、失效方式、节点中钢筋粘结滑移情况以及塑性铰长度等进行了进一步的分析和探讨。
With the increase of the anchorage length of the anchor rod, the ultimate pull - out resistance of the anchor rod does not increase linearly, but is less and less obvious by gradual increase.
锚杆随着锚固长度的增加，极限抗拔力并不是线性增加的，而是增加得越来越不明显。
And through to the bond power and the bond length analysis, proposes the efficiency influence factor of anchor, the best bond length and so on.
并通过对粘结力与粘结长度分析，提出影响锚固效率的因素、最佳粘结长度等。
Initial prestress, length of free-segment of anchor cable and the load value determine contribution value and action occasion of the anchor cable and tunnel anchorage.
岩锚初始预应力、自由段长度、外部荷载量值控制着锚索及锚碇在锚碇系统中参与的荷载贡献值和作用时机。
On this basis, assuming that anchor can play the maximum grip strength in all conditions, the minimum chain length under external loads of ship can be calculated.
在此基础上，假设锚在任何情况下均能发挥最大抓力，计算船舶在外力作用下的最小出链长度。
The length of random anchor bolts is calculated on basis of a specific failure rack block formed by discontinuities.
随机锚杆则根据地质结构面切割所形成的失稳岩体经计算确定。
An experimental study was carried out on shear bearing capacity of post-installed anchor group in concrete structure with different anchor edge distance and anchor space length.
目的研究锚栓边距和间距的变化对混凝土结构后锚固群锚抗剪性能的影响。
The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.
改进了锚杆自由段长度的计算方法，推导了结构的基础埋深和稳定性极限平衡分析的计算公式。
According to the different results of different space length of the anchor cable group model specimens, strength and deformation properties of the model were investigated.
通过试验中不同间距群锚中的单锚对模型试件强度变形的不同影响，研究了模型试件中所体现出的群锚效应。
The anchorage length of bolt can be controlled by adjusting the distance of anchor-boot and pressing ring.
通过调整压环与锚头之间的距离来确定锚杆的锚固长度。
Check if the diameter and length of anchor hole accord with this chart.
检查机床基座孔直径、长度是否符合。
Check if the diameter and length of anchor hole accord with this chart.
检查机床基座孔直径、长度是否符合。
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