1) interface slip
界面滑移
1.
This paper makes an exploratory research on the interface slip of the double steel-concrete composite beam under negative moment with the primary mechanical principle.
运用基本力学方法对钢-混凝土双面结合梁在使用荷载作用阶段的滑移效应进行探索性分析,推导得到集中荷载作用下负弯矩区上、下界面滑移及滑移应变沿梁长分布的表达式。
2.
The test results of interface slips distribution law of deformations of eight simplysupported steel-concrete composite beams under concentrated loads are presented in the paper.
利用Goodman弹性夹层假设,推导了钢-混凝土组合简支梁的界面滑移和挠度变形的理论计算公式。
3.
This paper is concerned with the interface slip of steel-concrete composite beam under uniformly distributed loads.
利用Goodman弹性夹层假设及弹性体变形理论,推导了简支钢-混凝土组合梁的界面滑移和挠度变形的理论计算公式。
2) interfacial slip
界面滑移
1.
Analysis of interfacial slip in fiber-reinforced composites under transverse loading by the boundary element method;
横向载荷作用下纤维增强复合材料界面滑移的边界元分析(英文)
2.
Molecular dynamics study of interfacial slip behavior of ultrathin lubricating films;
超薄润滑膜界面滑移现象的分子动力学研究
3.
Reynolds equation in cylindrical coordinates which included terms on the liquid inertia force and the interfacial slip was derived from continuous equation and Navier-Stokes equation.
从连续性方程和Navier-Stokes方程出发,推导出在圆柱坐标系中考虑了界面滑移和流体惯性影响的雷诺方程。
3) interface slips
界面滑移
1.
Calculation of interface slips in SRC members;
型钢混凝土构件界面滑移的计算
2.
Based on the theory of elasticity, the differential equations of interface slips in SRC simple beam under the action of general load is presented.
研究型钢混凝土简支梁在基本荷载作用下的界面滑移。
4) slip
[英][slɪp] [美][slɪp]
界面滑移
1.
The changes of load-deflection relationships and the load-slip relationships along the span of beam are analyzed.
得到各种情况下组合梁界面滑移分布曲线及弯矩-挠度曲线,分析其变形性能。
2.
The interfacial slip reduces the stiffness, increases deformation and influences performance of composite beams of steel and concrete.
组合梁界面滑移将减小组合梁刚度,增大变形,影响构件性能。
3.
The model takes into account the effect by nonlinear material,slip between concrete and steel beam and prestress as well.
利用该模型,对四榀钢 混凝土连续组合梁的界面滑移和挠度进行了仿真计算,将计算结果和实测结果进行了比较,验证了该模型的有效性。
5) boundary slippage
界面滑移
1.
In optical EHL experiments under pure sliding at very low speeds,polybutene lubricants can produce EHL films with an inlet dimple,which is correlated to the limiting shear stress/boundary slippage.
在极低速纯滑动的光弹流实验中,采用高粘度聚丁烯润滑剂形成的弹流油膜会在入口区出现凹陷,该反常的入口凹陷与极限剪切应力/界面滑移有关。
2.
In the fluid inlet zone the fluid-contact interfacial shear strength on the stationary surface is set as low to generate boundary slippage there,while in the fluid outlet zone the fluid-contact interfacial shear strength on the stationary surface is set as high enough to prevent the boundary slippage occurrence there.
运用界面滑移可在两平行平板表面间形成具有承载能力的流体动压膜。
6) wall slippage
界面滑移
1.
Using an optical interferometry system developed for measuring spinning/sliding EHL contact,the influence of spinning on elastohydrodynamic lubrication(EHL) films formed by ball-on-disc contact was studied experimentally under condition of wall slippage.
应用旋滑式光干涉弹流薄膜测量系统研究了自旋对界面滑移条件下玻璃盘-钢球形成的反常弹流油膜的影响,通过弹流接触副与玻璃盘旋转中心距离的调节,在弹流润滑中实现不同程度的自旋,即引入不同的旋滑比。
补充资料：变形力学问题的滑移线解法
变形力学问题的滑移线解法
slip line solution in mechanics of deformation
线法解析轴对称变形问题也在探索之中。 滑移线场标记方法变形体内任取一点尸，如图 1。以滑移线为边界绕P取一曲边正交的单元体，则使 单元体顺时针转动的最大剪应力方向为a线方向;使 体素反时针转动的最大剪应力方向为夕线方向。若abianxing lixue Wenti de huQyixian iiefa线与尹线构成右手坐标系的轴，则代数值最大的主应变形力学问题的滑移线解法(s lin hne solu一力。的作用线通过第1和第3象限。。线各点切线同tion in mechattics of deformation)利用描述所取坐标轴x轴正向夹角为尹。滑移线转角同平均应力变化关系的亨基(H. Hencky)应力方程求解变形力学间题的方法。变形区内任一点处两个最大剪应力相等并互相垂直，连结各点最大剪应力方向的连续曲线为两族正交滑移线，分别称a和]，/B族滑移线。滑移线在塑性区内构成的正交曲线网称户、1，滑移线网;滑移线网所覆盖的区域称滑移线场。由于滑b入八，‘/尹“移线网分布于整个塑性区并一直延伸到变形体边界，\\二十人寸t//故可根据相应边界条件，由亨基应力方程求解变形区乡袱l/V匕/尸飞由杯一占的亩六仆布_八尸冷匕二三已一一一一二一一—-一x 滑移线解法创立在20世纪20年代。1921年，普./(入入/\/省朗特(L .Prandtl)给出第一个以滑移线场求解变形力//k份件产狱学间题一平冲头压入半无限体的具体方法。卿3/小年，亨基提出了亨基应力方程。1930年，盖林格/(H.Geiringer)提出滑移线场相应速度方程的建立方二，二*、十、、‘，、、，、‘~，‘“‘“少‘产~叫’口1少~~‘，同一~~/J~“J~一/J图1滑移线方向和转角的标记法，从而克服了早期滑移线场只满足应力边界条件，而无法建立满足运动许可条件速度场的困难。其后托姆、二，、，、‘，。二二二六二.、二甘片D儿百思工例戍思叨k--r，不’下思仄胡川山雌’月似J。珊应力莫尔圆与物理平面平面变形塑性区某点尸列诺夫(A.江.ToM月eHoB)等人的著作推进了滑移线理论二、*二二*。.、，二。‘二二、*二，、二，二、。7”峭八、~户川阶JI七”u川寸八““旧’r’民越“旧’少成~卜‘的应力状态可以图2a所示的应力莫尔圆表示，过p的进展。1950年，希尔(R .Hill)等使滑移线理论更系*二、，‘*‘二，二、，。，‘二二一‘、、，、。口”扛仄。工““U甲’布小、加“川/寸仄’日”夕城性卜‘天不点的各特定物理平面如图2b所示。二者的关系为:莫统化并解决不少平面变形的实际间题。
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