1) bond-slip model
粘结滑移本构模型
1.
The element Solid 65 in ANSYS is used to simulate concrete,the element Link 8 is used to simulate reinforced bar,and the nonlinear spring element Combine 39 is used to simulate the bond-slip relationship between rebar and concrete,in which the Houde′s bond-slip model is introduced.
采用ANSYS中的Solid 65单元模拟混凝土,Link 8单元模拟钢筋,三维非线性弹簧单元Combine 39模拟钢筋-混凝土界面的粘结滑移关系,将Houde提出的钢筋-混凝土间的粘结滑移本构模型引入ANSYS中以确定Combine 39弹簧单元的荷载-位移关系式。
2) bond-slip constitutive law
粘结-滑移本构关系模型
3) bond-slip models
粘结滑移模型
4) bond-slip constitutive model
粘结-滑移模型
6) Bond-slip constitutive relations
粘结滑移本构关系
1.
By a series of CFT push-out test results, both the bond strength and the relations between the bond stresses and slip, which was usually called bond-slip constitutive relations, were analyzed.
本文在国内外现有研究成果的基础上,分析探讨了钢管混凝土中钢管与混凝土之间的粘结滑移机理,并借助钢管混凝土推出试验(Push-out Test)研究了钢管混凝土粘结强度、粘结应力一滑移相互关系(粘结滑移本构关系),对钢管混凝土中钢管与混凝土之间的粘结滑移问题进行了较为系统的理论分析。
补充资料：防粘结构
| 为防止废料粘住凸模端面带出凹模，用压缩空气通过气孔吹落冲件、用真空泵从凹模下面吸引，也可用推杆从凸模内部将件推出（图1）。
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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