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• Based on this data, the author deduced a basic anchorage length formula of the planting bars.

最终推导出了基本锚固长度公式

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• 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增大而减小。

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• The anchorage length of bolt can be controlled by adjusting the distance of anchor-boot and pressing ring.

通过调整头之间距离来确定锚杆的锚固长度

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• 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极限荷载表达式。

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• Anchorage length calculation methods of longitudinal steel bars in different building codes are introduced and compared.

介绍了国内外规范计算混凝土中锚固长度方法

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• P the strength of the welded joints along the anchorage length of welded fabric shall be sufficient to resist the design forces.

沿焊接锚固长度焊接点强度必须足够对抗设计应力

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• P the calculation of the required anchorage length shall take into consideration the type of steel and bond properties of the bars.

所需锚固长度计算考虑类型钢筋粘结性能

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• Formulas for critical thickness of cover and minimal anchorage length of GFRP bars under ordinary and erosive environment were developed.

推导出了一般环境、酸性、碱性盐环境适用GF R P筋混凝土保护层厚度计算公式最小锚固长度计算公式。

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• When anchorage length reaches a constant value, the increase of anchoring strength is limited although with further increase of anchorage length.

锚固长度一定时，再进一步增加锚固长度，锚固增大非常有限

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• 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活性粉末混凝土极限粘结强度锚固长度计算公式

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• 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应变粘结应力程分布曲线空间分布曲线，研究了锚、加载速率和加载方式等各种因素的影响。

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• 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：活性粉末混凝土钢筋极限粘结应力随着钢筋直径增加下降，钢筋直径相同时随着锚固长度的增加而降低。

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• The anchorage length of reinforcing bar embedded in lightweight concrete provided by "Specification for Design of lightweight Aggregate concrete Structure (JGJ12-99)" is safe.

骨料混凝土结构设计规程》JGJ12—99规程建议值进行锚固设计偏于安全

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• 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8类别类，抗震等级剪力二级”，那么计算锚固长度到底

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• 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，无论是对称还是横肋对称钢筋粘结强度混凝土强度的提高提高。

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• 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.

根据拔出试件试验结果研究保护层厚度锚固长度钢筋直径钢筋表面形状这些参数粘结锚固性能影响

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• 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.

锚杆随着锚固长度增加极限力并不是线性增加的，而是增加得越来越明显

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• 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.

文中提出了应对碳纤维锚固长度剥离应力极限状态碳纤维布应变剪弱弯等进行验算的建议

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• 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.

轴线倾角长度夹持、接触界面粗糙度结合程度锚碇位移岩体安息稳定性影响了深入探讨。

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• 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.

初始预应力、自由段长度、外部荷载量值控制着锚索在锚碇系统中参与荷载贡献作用时机

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• 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.

目的通过建立一个不同直径、不同长度种植体的上颌骨三维有限元模型进行应力分析选出最佳支抗种植体。

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• 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适当减短。

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• The maximal shear force reduces as the length of anchorage part of piles increases.

增加锚固段的长度可以降低桩身最大剪力

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• The maximal shear force reduces as the length of anchorage part of piles increases.

增加锚固段的长度可以降低桩身最大剪力

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