anchorage length

The average cohesion and limit anchorage length of steel bars through analysing the result of test are calculated.

分析试验结果计算钢筋的平均粘结应力和钢筋的界限锚固长度。

This paper further researches the effects of cover thickness and anchorage length of bars on bond strength. The paper puts forward experience formulas of cover thickness and bond strees, that of concrete strength and critical anchorage length.

进一步研究砼保护层厚度及钢筋锚固长度对粘结强度的影响，给出了保护层与粘结应力、砼强度与临界锚长的经验公式。

There are little differences in bending stiffness for beams with different bonding anchorage length, while there are obvious differences in cracking load and ultimate load.

不同搭接长度的植筋搭接梁其抗弯刚度差异不大，但其开裂荷载和极限承载力却有较大差异。

Analytical calculations of critical anchorage length of bolts

锚杆临界锚固长度解析计算

Test parameters include temperature, anchorage length, FRP bar diameter, strength grades of concrete, thickness of concrete cover and fire-retardant coating.

试验参数包括温度、粘结长度、FRP筋直径、混凝土强度等级、混凝土保护层厚度及混凝土表面涂刷防火涂料。

The bond strength experiment mainly consider the three factors including reinforcement diameter, reinforcement anchorage length and reinforced protective layer thickness.

握裹力实验主要考虑钢筋直径，钢筋锚固长度，钢筋保护层厚度三个因素的影响，板的抗弯试验中采用跨中加载和两侧加载两种方式。

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、碱性和盐环境下适用的GFRP筋混凝土保护层厚度计算公式和最小锚固长度计算公式。

Based on the result of dynamic tensile test, the rule of distribution of bond stress along the anchorage length with time was discussed.

根据18个试件动态拉伸试验结果，得出了粘结应力沿锚固深度分布的时程变化规律；

Application on Free Anchorage Length to Rod Design of Three Gorges Ship Lock

锚杆自由长度在三峡船闸锚杆设计分析中的应用

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。

Through discussing about the data of experiments and summarizing the character of the bonding behavior, the calculating formula of anchorage length is found.

通过对试验数据的分析，总结出了钢绞线在聚合砂浆中的粘结锚固特性，并给出了基本锚固长度的建议计算公式。

Experimental research for transfer mechanism of anchored system at anchorage length

锚固体锚根段的传力机理试验研究

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纵筋在混凝土中锚固长度的方法.

Experiment and Research on the Bar Anchorage Length in Grouted Cells of Reinforced Block Masonry

配筋砌块砌体芯柱中钢筋锚固的试验研究

Discussions on Cracks in the Bearing of Masonry Structures and Anchorage Length of Bracket Beam

砌体结构挑梁支承处裂缝机理及挑梁嵌固长度的探讨

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。

Discussion on anchorage length of tension reinforcement in concrete structure design

浅析混凝土结构设计中受拉钢筋的锚固长度

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 anti-knock ability of chamber supported by freestyle anchor, full-length bond-type anchor and semi-full-length bond-type prestressed anchorage cable are examined by numerical analysis.

利用数值试验研究了洞室不同部位上自由式锚索、全长粘结式锚索和半全长粘结式预应力锚索的受力特征。

And the anchorage length of adhered steel plate is discussed.

还研究了梁侧粘钢板的锚固长度问题，给出了相应的锚固长度公式。

Calculation method for 90 ° hooked anchorage length of deformed rebar

一种计算变形钢筋弯折锚固长度的方法

Anchorage length influenced surrounding rock stress as nonlinear self-organization critical characteristic on interface;

锚碇长度影响接触面围岩应力量值，表现为非线性的自组织临界特征；

Bond strength between FRP bars and concrete decreases as anchorage length and diameter increases, and which increases as concrete strength and concrete cover thickness increases.

FRP筋与混凝土的粘结强度随着粘结长度和FRP筋直径的增大而减小，随着混凝土保护层厚度和混凝土强度的增大而增大。

Comprehensive research of critical anchorage length problem of rod of anchorage structure

锚固类结构杆体临界锚固长度问题综合研究

Study on Anchorage Length of Anti-slide Pile in Landslide Prevention in the Three Gorges Reservoir Area

三峡库区滑坡治理中抗滑桩锚固深度的研究

Determination method of the rational anchorage length of anti-slide pile based on unified strength theory and weighted residual method

基于加权残值法和统一强度理论抗滑桩合理锚固深度的确定方法

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。

On bond-anchorage length of beam strengthened by steel plate

粘钢加固梁的钢板粘贴锚固长度

Mathematic representation for critical anchorage length has been deduced on the basis of local-deformation assumption.

运用局部变形假定,推导出工程临界锚固长度的数学表达式.

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。