The ultimate anchorage strength of the bars under mixed bond-cone failure mode is analyzed. Comparison with test results is made.
分析了锥体-粘结组合破坏形态下的锚固承载能力，并与试验结果进行了比较；
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。
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。
Based on comparison of strength, ductility, anchorage property and construction adaptation of steel bars in reinforcement concrete, the proposal of optimization for steel bars has been proposed.
从钢筋强度、延性、锚固性能以及施工适应性等几方面，比较了我国现有各种钢筋的特点，并提出了优化我国混凝土用钢筋的建议。
To estimate the concrete compressive strength, the Pullout force when the anchorage system fails is measured.
为了估计混凝土抗压强度，抗拔力锚固系统出现故障时，测量。
This problem can be met by increasing the size of the anchorage fitting or by increase the bearing capacity of the concrete by increasing its compressive strength.
这个问题可以通过增加锚固件的大小或增加混凝土的承载能力，提高其抗压强度符合。
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。
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；
At present, very little test data is available about the peak shear strength between the grout and the bore wall in the interior bond section of prestressed anchorage cable.
关于锚索内锚固段注浆体与孔壁之间的峰值抗剪强度，目前很少有试验资料可供采用。
Reinforcing steel provides strength and ductility only through bond and anchorage to the concrete.
钢筋只有通过与混凝土的粘结与锚固才能产生强度和延性。
Another important part of work is having a research on the bond anchorage experiment of 9 strengthened beams with high-strength steel wire mesh.
论文的另一部分重要工作是9根钢绞线网-聚合砂浆加固混凝土简支梁的粘结锚固试验。
In this paper, bond and anchorage stress conditions between concrete and high-strength smooth wire for pre-tensioned concrete members are discussed.
本文讨论和分析了在先张预应力混凝土构件中混凝土和光面高强钢丝之间的握裹和锚固应力的情况。
On the premise of not reducing the original mechanical parameters of the anchor rod, the high-strength prestressed anchorage operation of the anchor rod is realized.
在不降低锚杆原有力学参数的前提下，实现锚杆高强预应力锚固。
On the premise of not reducing the original mechanical parameters of the anchor rod, the high-strength prestressed anchorage operation of the anchor rod is realized.
在不降低锚杆原有力学参数的前提下，实现锚杆高强预应力锚固。
应用推荐