1) Sticking-sliding separated point
粘结-滑移分离点
2) sticking-sliding
粘结-滑移
1.
The Coulomb friction model and sticking-sliding friction model were built up respectively on the tool-chip interface.
基于更新的拉格朗日方程,模拟了高速条件下金属正交切削的加工过程,并在刀-屑接触表面上分别建立了库仑摩擦模型和粘结-滑移摩擦模型,通过将切削力、吃刀抗力、切屑厚度和刀-屑接触长度的模拟预测值与相关文献的试验结果比较表明,粘结-滑移摩擦模型更符合实际的摩擦模型,即在金属切削过程中,刀-屑接触表面上同时存在滑移摩擦和粘结摩擦。
3) bond slip
粘结滑移
1.
Rotation curvature analysis of SRC member with regard to the bond slip relationship;
考虑粘结滑移的型钢混凝土构件转角—曲率关系分析
2.
according to the experimental results about bond slip FRP bars and concrete around the world,the studying and present status of bond slip mechanism are introduced.
根据国内外关于FRP筋混凝土粘结性能的试验研究成果,介绍了FRP筋混凝土粘结滑移性能的研究发展和现状,详尽概括了FRP筋锚固长度和粘结滑移本构关系的研究成果,对现有研究的不足以及亟待解决的问题进行了综合分析和比较,讨论了FRP筋与混凝土粘结性能研究的思路。
3.
The whole bond slip curve and bond stress d.
采用了连续自动的采集方式,测出了较完整的粘结滑移曲线以及粘结应力沿埋长的分布。
4) bond and slip
粘结滑移
1.
Thusly, a new embedded combined element is developed, which can not only simulate the bond and slip between reinforcement and concrete, then get a re.
该模型既能模拟钢筋与混凝土之间的粘结滑移,较正确地得到裂缝分布与裂缝宽度,又能使混凝土网格划分不受钢筋位置的影响。
2.
Based on the equilibrium of static forces and coordination of deformations,with considering the effects of bond strength variation and crack width development at different stress stage of reinforcement in tension cracks,the average stress strain relationship of unanchored zone of RC structure under bond and slip action has been derived.
根据静力平衡和变形协调,针对受拉裂缝处钢筋的不同应力阶段分别考虑粘结强度变化和裂缝宽度发展的影响,推导了钢筋混凝土结构非锚固区段在粘结滑移作用下的平均应力—应变关系。
5) bond-slip
粘结滑移
1.
Research on the bond-slip behavior and numerica simulation of steel reinforced concrete columns;
型钢混凝土柱粘结滑移的数值模拟
2.
Summarized review of the bond-slip problems of concrete filled steel tubes(CFST);
钢管混凝土粘结滑移问题综述分析
3.
An experimental study on the bond-slip behavior of corroded steel bars in concrete under dynamic loads;
动荷载下锈蚀钢筋混凝土粘结滑移特性的试验研究
6) bond-slip
粘结-滑移
1.
Experimental data analysis and modeling study of bond-slip relationship between the bolt and cement-mortar
锚杆砂浆粘结-滑移关系的试验拟合分析与模拟
2.
The test methods include pull-out test,bending test and the test that focuses on the local bond-slip relationships.
通过近年来的国内外大量文献研究,从试验装置入手对钢筋与混凝土之间粘结试验方法(包括拔出试验、梁式试验、局部粘结-滑移试验等)进行了较为系统的分析,对各类试验的研究目的、试验基本内容及影响试验结果的因素进行了综合对比,并对各种粘结试验方法的优缺点进行了分析。
3.
To gain a better understanding to the debonding failure, the intermediate shear stress was primarily evaluated by incorporating typical bond-slip (δ -τ ) constitutive models and the test results obtained by the authors and other researchers.
本文先通过典型的FRP-混凝土界面的粘结-滑移本构关系和FRP加固梁实验结果,评估既有计算方法存在的问题。
补充资料：粘结
1.谓黏合连结的作用。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条