高剪应力对酶活有抑制作用。
最大剪应力通常发生在剖面的中和轴处。
Maximum shear stress generally takes place at the neutral axis of ship section.
画出最大剪应力的单元体并标出全部应力值。
Draw the element for maximum shear stress and mark values of all stresses.
首先提出采用最大剪应力包络线来代替剖面线。
Firstly, the maximum shearing stress envelope line was put forward to replace section line.
地震是在剪应力作用下发生的岩石大规模破裂过程。
Earthquake is the rupture prdess of rock In large scale under the applied shear stress.
提出了一种估计一个地区平均构造剪应力值的方法。
We have proposed a method to estimate average tectonic ambient shear stress value for a region.
提出了求解胶体剪切模量和最大剪应力的简单方法。
The straightforward procedures to achieve shear modulus of colloform and maximum shear stress are specified.
本文在随机波浪底部剪应力的研究中引入了波浪谱的概念。
The concept of wave spectrum is applied to the study on bottom shear stress under random wave action.
因此元件的侧面剪应力也随同侧压力一起受到正压力的影响。
The shear as well as the lateral pressure are therefore influenced by the normal pressure.
两个重要地区的平均剪应力值分布图,提供了地学的基本数据。
The distribution of average stress value for the two important regions provides basic data for Geology.
剪应力达到峰值所需要剪位移总是比剪胀发生时所需的剪位移大。
The shear displacement for the dilatation is always less than that at the peak shear stress.
在计算与分析的基础上,给出了常用参数范围内的剪应力计算诺模图。
Based on the calculation and analysis, the abac for shearing stress calculation in the range of normal parameter is obtained.
本文借助于思想实验的研究方法,讨论了菱形边上拉剪应力变化特点。
Based on the thought experiment (a well-known research method), the tensile and shear stresses are discussed on the sides of a rhombus due to a blasting.
结果表明,沥青层模量梯度对沥青路面结构表面剪应力有显著的影响。
The result indicates that there is a great influence of stiffness gradients of asphalt course on asphalt pavement structure shear stress.
文中利用一个简单直观的方法,解出了对称截面情况下的剪应力分布。
A simple and visual method is used tO give shear stress distribution in symmetrical section.
最后,给出提高新老混凝土界面粘结强度和降低粘结面剪应力的方法。
At last, the approach of increasing bonding strength and decreasing shearing stress is presented.
影响剪应力的大小主要是薄层的厚度和薄层与水泥混凝土道面的结合程度。
Affecting the shearing stress of the thin layer is its thickness and combined degree between asphalt concrete and cement concrete pavement.
利用材料力学方法对这种梁进行了应力分析,包括正应力分析和剪应力分析。
Normal stress analysis and shear stress analysis arc performed by means of the approach of materials mechanics.
导出了作用在位错上的像力和刚性线夹杂表面剪应力和电位移的解析表达式。
The image force acting on the piezoelectric screw dislocation and the generalized stress on the surface of rigid line are calculated.
直接对曲梁剪应力的积分方程求解,导出了曲梁剪应力和径向应力的计算公式。
The shearing-stress formula in curved beams can be derived by solving directly an integral equation, and the formula for radial stresses is also presented in this paper.
结果表明,在剪应力作用下,在界面附近和固定边界附近存在一组边界效应解。
The results show that under shear stresses there are a group of boundary layer solutions near the interface or the fixed boundary.
依据受力与变形理论较为精确地给出了搭接接头侧面角焊缝中的剪应力分布规律。
According to the theory of bearing forces and deformations this paper gives distribution laws of the shearing stresses in the side fille welds of overlap connection with comparative accuracy.
对受弯构件受拉翼缘外侧粘贴FRP后的界面剪应力和界面剥离应力进行了分析。
The interfacial shear stress and peel stress between the FRP and the surface of tension flange were analyzed when the FRP was bonded to the tension flange of the bending members.
分析得出节点型钢腹板的剪应力方程,利用试验数据可求得腹板上测点的应力值。
Stresses in the steel webs were obtained by using the test data in the shear strength equation introduced from the analysis.
采用含预制裂隙大理岩块试件,对压剪应力场中试件破坏过程声发射特征进行研究。
An experimental approach on the characters of acoustic emission (AE) of marble samples withpre-existing cracks under compression is carried out.
本文考虑波浪与软泥床面相互作用,建立了计算软泥床面上波浪剪应力的理论模型。
Considering the interaction between waves and soft muddy bed, a model for the calculation of wave shear stress on soft is presented in this paper.
应用误差逆传播(BP)神经网络方法,对高含沙流体极限剪应力进行了多次训练。
Data of ultimate shear stress of hyper concentration flow are trained several times by Back Propagation (BP) neural network method.
根据板材塑性成形过程中的拉应力与剪应力关系的假设,可以得到力学方程的近似解。
According to the hypothesis between tensile stress and shear stress relationship during sheet metal forming, a similar solution of the equations can be obtained.
给出了计算曲梁剪应力和径向应力的一种新方法,即直接对剪应力积分方程进行求解。
A new method for analyzing shearing and radial stresses in curved beams is put forward in this paper.
给出了计算曲梁剪应力和径向应力的一种新方法,即直接对剪应力积分方程进行求解。
A new method for analyzing shearing and radial stresses in curved beams is put forward in this paper.
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