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。
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