此外，为确定钢筋混凝土框架全过程分析的计算模型提供依据，还对锚固钢筋粘结滑移在加载过程中的增长规律进行了研究。
Besides, in connection with determining the theoretical model for complete analysis of RC frames, the development of the bond slip of anchored bars in process of loading was also studied.
冷轧扭钢筋的拉拔试验及构件试验结果表明，该种钢筋具有较好的锚固延性，即在很大的变形滑移下仍可保持相当的锚固强度。
The pulling and extracting tests of the cold-rolled and twisted bars and experiments on these bars members have all proved that these bars possess comparatively superior ductility and bondability.
在整个锚固体中，主要的受力部分是塑性滑移区，而弹性区和脱黏区的受力都较小。
Within the whole anchorage system, the main stressed area is plastic-slipping zone; and the stresses born by elastic zone and debonding zone are relatively smaller.
在整个锚固体中，主要的受力部分是塑性滑移区，而弹性区和脱黏区的受力都较小。
Within the whole anchorage systems the main stressed area is plastic-slipping zone; and the stresses born by elastic zone and debonding zone are relatively smaller.
通过植筋拉拔试验，作出植筋荷载——滑移曲线，分析了植筋粘结锚固的破坏过程。
Based on the pull-out experiments, the curves of load-slippage are got, and the failure process of bond-anchorage of bonded rebars is analyzed.
通过植筋拉拔试验，作出植筋荷载——滑移曲线，分析了植筋粘结锚固的破坏过程。
Based on the pull-out experiments, the curves of load-slippage are got, and the failure process of bond-anchorage of bonded rebars is analyzed.
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