1) slip movements between phases
相间滑移
1.
Analyzing the vertical settlement effects of the sediment by slip movements between phases;
利用相间滑移考虑固相泥沙沉降效应
2) phase boundary sliding(PBS)
相界滑移
1.
The results show that the super plastic deformation mechanism of Zn Al alloy is grain boundary (or phase boundary)sliding,and α/β interfaces slide easily and can realize long distance sliding,furthermore,the surface effect has strong influence on the phase boundary sliding(PBS).
结果表明 ,Zn Al合金的超塑变形机制是晶界 (或相界 )滑移 ,且α/β相界面滑移容易进行并可实现长程滑移 ,同时合金试样的表面特性对相界滑移有很大的影响。
3) 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。
4) 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。
5) 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。
6) Phase slippage
相位滑移
补充资料：德国黑白相间半身盔甲
德国黑白相间半身盔甲
古代战士为求取自身的安全，常用硬骨头、木头、兽皮、厚棉布等为材料制作成简陋的战时防御物；公元前 600 年起，人类开始懂得以小铁圈串连编织成「铁链衣」（mail shirt）保护身体 ；至公元2 世纪，由于炼铁技术进步，铁片盔甲逐渐盛行，至14 世纪达到最高峰，高阶战士的盔甲均须特别量裁制作，造型及样式甚具艺术性 ，能保留至今者均被视为艺术极品广受珍藏。本件黑白相间之半身盔甲，是16世纪流行于德国的典型样式。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。