English translation for "bond slip"
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- 粘结滑动
Related Translations:
- Example Sentences:
| 1. | Study on the bond slip behavior between steel and concrete in steel shapes reinforced concrete structures
型钢混凝土结构粘结滑移性能的研究 | | 2. | 2 . based on 123 specimens results of the shear bond test of frp and concrete , the failure characteristics of bond test are described , and the relationship of bond strength and bond slip is discussed
通过123个混凝土试件与cfrp 、 gfrp片材的抗剪粘结强度试验结果，分析frp片材与混凝土发生剪切粘结破坏的全过程以及破坏特征，讨论了粘结力与粘结滑移的关系。 | | 3. | First , using strip - partitoning method and programming in matlab language , the numerical caculations of the relation curve between moment and curvature are done for the beams strengthened with non - prestressed and pretressed cfrp sheets , base on the assumption of plane section , non - bonding slip and non - peeled destroy . secondly , nolinear finite elemeant analysis by ansys are done for the beams strengthened with prestressed cfrp sheets base on the three assumptions before mentioned , the analysis are all done for the relation curve between load and displacement , the distribution of material stress , the distribution of cracks . lastly , calculation formula of flexural capacity and deflection are proposed
)的全过程关系曲线。其次基于上面的三个假定,选择合理的本构关系,利用ansys通用有限元分析程序对预应力碳纤维布加固梁进行非线性有限元分析,分析了加固梁的荷载-挠度关系、材料的应力情况、裂缝的分布情况等。最后提出了承载力计算公式和正常使用状态下挠度计算公式。 | | 4. | 6 . the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams , the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered , ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member . except the geometric nonhineaicty . consideration of double nonlinearities about materials an
6 、将分段截面离散的屈服面模型法应用于裙梁，考虑剪力剪切变形对材料非线性的影响，将锚固区钢筋的粘结滑移看成构件的边界非线性，不考虑几何非线件，建立了裙梁考虑村料、边界双重非线性的空间滞回曲线分析模型。 | | 5. | S . consideration of interaction on the nonlinearity about the material , the geometry , and the boundary of the columns subject to axial force . biaxial hending , and torsion , an analytical model of hysteretic curve of columns is presented , based on the sectional cross - sectional discrete yieldsurface inodel , the bond slip in anchorage zones regarded as the boundary nonlinearity of a memher . and the iterative procedure of displacement of inner nodes on the basis of the hamonization of displacement
5 、根据构件分段截面离散的屈服面模型法，把锚固区粘结滑移看成构件的边界非线，以及基于位移协调的内结点位移迭代法，建立了能考虑构件压（拉） 、双弯、扭的材料、边界、几何非线性相互影响的柱空间滞回曲线分析模型。 | | 6. | 3 . a space bond slip relation of reinforcements in either end of a member is proposed , based on one - dimensional bond slip model of reinforcements proposed by teng zhiniirmg from tsinghua university , the first - time loaded ascending stage ? curve of which model is modified as the line which parameters are not changed so as to simply the computation . the bond , slip is regarded as the boundary nonlinearity of a member
3 、采用清华大学滕智明建议的一维钢筋粘结滑移恢复力模型，但从简化计算的角度出发，将首次加载的上升段曲线改为直线，并假定构件端部的诸多纵向钢筋的滑移服从平截面假定，考虑由节点锚固区粘结滑移引起的构件端截面轴向和两转角附加变形。 | | 7. | Consideration of the additional axial , two angular deformations generated by the bond slipping in anchorage zones of joints , the assumption is made , that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements . additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements . the space bond slip relation can truly compute bond slip in anchorage zones , additional def ? rmatinns , and their contribution to the space nonlinearity of a niember , has used iii space nonlinear analysis of columns and spandrel beams in this dissertation
附加变形对塑性子区域的刚度贡献，看作是塑性子区域的边界非线性，建立了构件端部子区域基于构件边界非线性的钢筋与砼之间的空间粘结滑移关系，能较真实地求得锚固区的粘结滑移、附加变形以及他们对构件空间非线性性能的贡献，并运用于柱、裙梁的空间非线性分析之中。 | | 8. | The section loss of steel bars and degradation of bond intensity were taken into consideration in this study in order to establish the finite element model of corroded reinforced concrete beam through simulating the bond slip behavior between steel bar and reinforced concrete based on nonlinear spring element
摘要在考虑锈蚀引起的钢筋横截面损失和粘结强度下降的前提下，利用非线性弹簧单元模拟锈蚀钢筋与混凝土之间的粘结滑移性能，建立了锈蚀钢筋混凝土梁的有限元分析模型。 |
- Similar Words：
- "bond servant" English translation, "bond servent" English translation, "bond service" English translation, "bond shifting" English translation, "bond sinking fund" English translation, "bond space" English translation, "bond springs" English translation, "bond stone" English translation, "bond strap" English translation, "bond street" English translation
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