1·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。
2·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。
3·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。
4·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。
5·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。
6·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。
7·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。
8·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GF R P筋混凝土保护层厚度计算公式和最小锚固长度计算公式。
9·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；
10·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。