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。
P the strength of the welded joints along the anchorage length of welded fabric shall be sufficient to resist the design forces.
沿焊接网的锚固长度的焊接点强度必须足够对抗设计应力。
The formula is put forward for calculating the ultimate bond stress and the anchorage length of hot-rolled deformed bars and reactive powder concrete.
提出普通热轧变形钢筋与活性粉末混凝土的极限粘结强度与锚固长度的计算公式。
The anchorage length of reinforcing bar embedded in lightweight concrete provided by "Specification for Design of lightweight Aggregate concrete Structure (JGJ12-99)" is safe.
按《轻骨料混凝土结构设计规程》JGJ12—99规程建议值进行锚固设计是偏于安全的。
Construction of 8 degree earthquake intensity category C, seismic shear walls for the two levels, "then in the calculation of the anchorage length is, in the end is a few levels ah?"
建筑抗震设防烈度为8度类别为丙类，抗震等级剪力墙为二级”，那么在计算锚固长度是，到底是几级啊？
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。
It is advised that the anchorage length of CFS, peeling stress, the strain of CFS under the ultimate load and the shear capacity should also be verified to insure enough ductility of the member.
文中还提出了应对碳纤维布锚固长度、剥离应力、极限状态下碳纤维布的应变、强剪弱弯等进行验算的建议。
Results indicate that the ultimate bond stress between bars and RPC decreases with the increase of bar diameter or with anchorage length when bar diameter is the same.
研究表明：活性粉末混凝土与钢筋的极限粘结应力随着钢筋直径的增加而下降，钢筋直径相同时随着锚固长度的增加而降低。
In addition, the ultimate bond strength decreases with the increase of anchorage length and bar diameter.
此外，极限粘结强度也随着锚固长度、钢筋直径的增大而减小。
P the calculation of the required anchorage length shall take into consideration the type of steel and bond properties of the bars.
所需的锚固长度的计算应考虑到钢的类型和钢筋粘结性能。
Influences of axis inclination, length, clamping Angle of anchorage, roughness and bonding degree of interface on the displacement of anchorage and repose stability of rock mass were explored.
就锚碇体轴线倾角、长度、夹持角、接触界面粗糙度及结合程度对锚碇位移和岩体安息稳定性的影响作了深入探讨。
Based on this data, the author deduced a basic anchorage length formula of the planting bars.
最终推导出了植筋的基本锚固长度公式。
Objective: Built a three-dimensional finite element maxillary model including different diameter and length anchorage implant and analysis it, which can be used to chose the best implant.
目的：通过建立一个含不同直径、不同长度种植体的上颌骨三维有限元模型，并进行应力分析，选出最佳的支抗种植体。
When anchorage length reaches a constant value, the increase of anchoring strength is limited although with further increase of anchorage length.
当锚固长度达一定值时，再进一步增加锚固长度，锚固力的增大是非常有限的；
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。
The maximal shear force reduces as the length of anchorage part of piles increases.
增加桩的锚固段的长度可以降低桩身的最大剪力。
The results show that the distribution of internal force of embeded anti-slide pile is relatively reasonable, and the length of anchorage section is properly shorten.
比较结果表明埋入式抗滑桩内力分布合理，锚固段可适当减短。
Based on the results of the pullout tests, the influences of the thickness of UHTCC cover, anchorage length, bar diameter and the shape of bars surface on anchorage behavior is studied.
根据拔出试件的试验结果，研究了保护层厚度、锚固长度、钢筋直径及钢筋表面形状这些参数对粘结锚固性能的影响。
The bond-anchoring strength of rebar (whether transverse ribs distributed symmetrically or not) increased with increase in concrete strength when they had the same of anchorage length.
粘结锚固长度相同时，无论是横肋对称还是横肋非对称钢筋粘结强度随混凝土强度的提高而提高。
Time history curve and space curve of the dynamical strain and bond stress of insert rebar with different anchorage length and loading conditions were gained.
给出了爆炸荷载作用下锚筋动应变及动粘结应力的时程分布曲线和空间分布曲线，研究了锚长、加载速率和加载方式等各种因素的影响。
The critical anchorage length and ultimate load functions are derived in response to the average bond stress.
基于所得平均粘结强度，推导了临界锚固长度和极限荷载表达式。
The critical anchorage length and ultimate load functions are derived in response to the average bond stress.
基于所得平均粘结强度，推导了临界锚固长度和极限荷载表达式。
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