粘结滑移本构关系,Bond-slip constitutive relations
1)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。
英文短句/例句
1.Experimental Study on Bond Stress-Slip Relationship of Concrete Filled Steel Tubes;钢管混凝土粘结滑移本构关系试验研究
2.Study on Bond-Slip Properties between Steel and Reactive Powder Concrete;钢筋与活性粉末混凝土粘结滑移本构关系研究
3.Study on the Bond-slip Constitutive Relations of Square Concrete-Filled Steel Tube;方钢管混凝土粘结滑移本构关系的研究分析
4.BOND-SLIP CONSTITUTIVE MODEL BETWEEN GFRP/STEEL WIRE COMPOSITE REBARS AND CONCRETEGFRP/钢绞线复合筋与混凝土粘结滑移本构关系模型
5.Studies on the Mechanism and Constructive Relations of Bond-Slip between Steel Shape and Concrete in SRC Composite Structures;型钢混凝土粘结滑移机理及本构关系研究
6.THEORETICAL ANALYSIS OF BOND-SLIP CONSTITUTIVE RALATIONSHIP FOR CFST钢管混凝土粘结-滑移本构关系理论分析
7.Modified constitutional relation of reinforcement for RC anchored zones considering bond and slip考虑粘结滑移的RC锚固区段修正钢筋本构关系
8.Average Constitutional Relationship of Unanchored Zone of RC Structure with Considering Bond and Slip考虑粘结滑移的RC非锚固区段平均本构关系
9.EXPERIMENTAL STUDY ON BOND-SLIP BEHAVIOR BETWEEN BFRP AND WOOD玄武岩纤维布与木材粘结-滑移本构关系的试验研究
10.Experiment on Bond and Slip Constitutive Relation Between T-section Steel and ConcreteT型钢与混凝土黏结滑移本构关系试验
11.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
12.Experimental Study and Basic Theory Analysis on Bond-Slip Behavior between Steel Shape and Concrete in Steel Reinforced Concrete Structures;型钢混凝土结构粘结滑移性能试验研究与基本理论分析
13.Research of Interface Slip Displacement and Constitutive Relation on SRC Structures;型钢混凝土界面滑移及本构关系研究
14.Studies on Bond Slippage Relation and Anchorage Properties of FRP Tendons Concrete复合材料筋混凝土的粘结滑移关系及锚固性能研究
15.Stress variation model of bond stress-slip relationship between steel bar and concrete钢筋与混凝土间粘结应力－滑移关系的应力变分模型
16.Study on Bond-Slip Relationship between Steel and Concrete and Seismic Behavior of Steel Reinforced Concrete Walls;型钢与混凝土粘结—滑移关系及型钢混凝土剪力墙抗震性能研究
17.A Model Analysis to Beam Bar Slippage of Seismic Structure Joints抗震结构节点内梁纵筋粘结滑移的模型化方法
18.Study on the Basic Theory and Its Application of Bond-Slip between Steel Shape and Concrete in SRC Structures型钢混凝土粘结滑移基本理论及应用研究
相关短句/例句
bond-slip relationship粘结滑移本构关系
1.When the member made of UHTCC is reinforced by steel bar, except for the fundamental material mechanical properties of UHTCC and steel bar,bond-slip relationship between them also is a necessary basic parameter for obtaining an accurate and reliable analytical result.当在该材料浇注的构件中配制加强钢筋时,除了各自基本的材料力学性能外,它们之间的粘结滑移本构关系也是获取正确可靠的结构力学响应所必需的基本参数。
3)bond stress-slip relationship粘结-滑移本构关系
4)bond-slip constitutive law粘结-滑移本构关系模型
5)bond stress slip relationship粘结本构关系
6)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′sbond-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。
延伸阅读
本构关系本构关系constitutiverelations反映物质宏观性质的数学模型。又称本构方程。归纳宏观实验结果，建立有关物质的本构关系是连续介质力学和流变学的重要研究课题。最熟知的本构关系有胡克定律、牛顿粘性定律（见粘度）、理想气体状态方程、热传导方程等。建立本构关系时，为保证理论的正确性，须遵循一定的公理，即所谓本构公理。例如纯力学物质的本构公理有三：确定性公理(物体中的物质点在时刻t的应力状态由物体中各物质点的运动历史唯一确定）、局部作用公理（物体中的物质点的应力状态与离开该物质点有限距离的其他物质点的运动无关）和客观性公理（物质的力学性质与观察者无关）。若考虑更复杂的情况，本构公理的数目就相应增多。求解连续介质动力学初边值问题，本构关系是不可少的；否则就无法把握所研究连续介质的特殊性，在数学上表现为控制方程不封闭，其解不能唯一确定。建立物质的本构关系是流变学的重要任务，可通过实验方法、连续介质力学方法和统计力学的有机结合来完成。然而，尚未找到一个普适的本构关系，需根据研究对象和流动形态选用合适的本构关系。理性力学除对本构关系进行极为一般的研究外，还对弹性物质、粘性物质、塑性物质、粘弹性物质、粘塑性物质、弹塑性物质以及热和力耦合、电磁和力耦合、热和力以及电磁耦合等物质的本构关系进行具体研究。
