1) relative slippage effect
相对滑移效应
2) relative slip
相对滑移
1.
The relative slip on the interface of prestressed steel-concrete composite beam appears to a certainty with the external loading,the internal force of tendon will increase along with external loading continuously,and the intemal force increment will affect to the interface slip too.
预应力钢与混凝土组合梁的交接面必产生相对滑移,预应力钢筋的内力将随着外荷载的增加而不断增加。
2.
With elastic theory method of single pile as base,the calculation model considering relative slip caused by pile soil interface was built.
以单桩的弹性理论法为基础,建立了考虑桩土界面产生相对滑移时的计算模型,根据桩周土体所受的应力,采用Mindlin解求解桩周土体的位移,最后得出了桩周土体的位移分布情况。
3) relative slippage
相对滑移
1.
Assuming that the longitudinal displacement of composite steel-concrete beam with lightweight aggregate flange follows cubic parabola in the transverse direction,with interface relative slippage function for composite beam as unknown function,the control differential equation can be established based on minimum potential energy principle for solving theoretical distribution of l.
利用能量变分法,分析组合梁在界面产生相对滑移后,其组合梁翼缘板有效宽度的变化规律。
2.
In this paper the relative slippage, connectors stiffness and shrinkage & creep are considered.
对于工程中常用的钢-砼组合梁,根据组合截面平衡和变形协调条件,利用钢和混凝土材料的本构关系,建立了关于组合梁正截面内力的微分方程,在微分方程中考虑了钢和砼之间的相对滑移、组合梁连接件刚度、混凝土收缩和徐变的综合影响。
4) slippage
[英]['slɪpɪdʒ] [美]['slɪpɪdʒ]
相对滑移
1.
Both the softening effect of soils around pile during vibration and slippage along the pile-soil interface are taken into account.
运用土动力学和结构动力学原理,改进Winkler地基梁模型,考虑桩周土的弱化效应和桩-土界面的相对滑移效应,建立了竖向荷载作用下单桩动力阻抗函数的计算力学模型,运用数理方程方法分别求解单桩与桩周近场土域及远场土域的振动方程,确定了单桩的竖向动力阻抗函数。
5) slippage effect
滑移效应
1.
Calculation of bending stress of steel-concrete composite beam considering slippage effect;
考虑滑移效应的钢—混凝土组合梁弯曲应力计算
2.
Nonlinear finite element analysis on steel and concrete composite beams under slippage effect;
考虑滑移效应的体外预应力组合梁非线性分析
3.
According to the new slippage effect on nanopatterned interfaces,the pressure drop mechanisms of enhancing water injection technology with hydrophobicity nanometer SiO2 were put forward.
根据最新的纳米点阵滑移效应,提出疏水性纳米SiO2降压增注剂的作用机理。
6) Slip effect
滑移效应
1.
The influence of slip effect on the elastic bending strength of section steel concrete beam;
滑移效应对型钢混凝土梁弹性抗弯强度的影响
2.
Taken slip effect in considerations the deformation model of box-type steel-concrete composite beam is built,at the same time principle to utilize the minimum potential energy is proposed.
分析了定量研究钢—混凝土组合梁的界面滑移对组合箱梁刚度和挠度影响的必要性,建立了考虑滑移效应的箱型钢—混凝土组合梁的变形模型,并提出了利用最小势能原理,推导组合梁变形微分方程的建议,可供结构设计人员参考。
3.
In order to analyze the section stress considering the slip effect on the interface between concrete and steel,models for calculating global moment,local moment,elastic stress,and yield moment on composite steel-concrete beam section are created.
为了分析存在滑移效应时钢-混凝土组合梁的截面应力,在假定截面总弯矩由整体弯矩和局部弯矩组成的基础上,建立了考虑界面滑移效应的钢-混凝土组合梁截面整体弯矩、局部弯矩、截面弹性应力和屈服弯矩的计算模型,给出了组合梁的截面弹性应力和屈服弯矩计算公式;对比试验数值,模型计算得到的截面屈服弯矩较试验值低且有较好的计算精度,为组合梁截面应力和屈服弯矩的计算提供了一种简便、可行的计算方法。
补充资料：相对生物学效应（relativebiologicaleffectiveness,RBE）
相对生物学效应（relativebiologicaleffectiveness,RBE）
是比较不同的射线产生的生物学效应的一个直观指标，即RBE。通常以250keV的X射线为标准，现在也有以60Cγ射线作为标准的，其值为：
RBE=标准射线(X,γ)产生某效应的剂量/待比射线产生同一效应的剂量
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