bond slip meaning in English
粘结滑动
Examples
- 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 . 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。 - 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。 - 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。 - 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。