1.
Limit Strains of Sheet Metal Forming under Broken-line Strain Paths(Ⅱ)--Calculating and Testing on the Limit Strains for Sheet Metal Forming
复合变形路径下的板材冲压成形极限应变(Ⅱ)——冲压成形极限应变的计算与试验
2.
Comparison of Strength and Ultimate Strain Models of Concrete Columns Confined with FRP
FRP约束混凝土柱强度和极限应变模型的比较
3.
In this paper the limit strain criterion is used as a limit state function and an improved JC method is used to calculate the reliability index of the stability of the tunnel.
采用极限应变准则作为极限状态方程，运用改进的JC方法分析了地下隧洞稳定的可靠度。
4.
Significance and Method of Tension Reinforcement Limit Strain State Control in Designing Reinforced Concrete Bridges and Culverts
钢筋混凝土桥涵设计中引入受拉钢筋极限应变控制的意义与方法
5.
Experimental investigation on forming limits of AA5052 sheet in hybrid quasi-static/dynamic plane-strain tensile process
AA5052板材准静态/动态平面应变成形极限试验研究
6.
deflection at working ultimate load
工作极限负荷下变形量
7.
In simple tension experiment, the stress-strain relationship submits Hook's law within the limit of proportionality.
单向拉伸试验中，在比例极限内，应力应变关系服从胡克定律。
8.
stresses beyond the elastic limit
超过弹性极限的应力
9.
The Application Mathematica to Sequence of Number Limit;
Mathematica在数列极限中的应用
10.
Windows XP Application of Limit Development
Windows XP极限开发的应用
11.
determination of the long-term ultimate bending strain and calculation of the long-term ultimate relative ring deflection, both under wet conditions
潮湿条件下长期环状弯曲应变和长期环形偏转的极限测定
12.
Torsion deformation is the biggest effect factor on elastic limit equivalent stress.
扭转变形是对钢丝的弹性极限等效应力情况影响最大的因素。
13.
Progressive failure and ultimate bearing capacity of foundation based on strain controlling loading numerical test
地基渐进破坏应变控制数值试验及极限承载力研究
14.
Application of composite sequence transformations in accelerating convergence of limit periodic continued fractions
合成序列变换在极限周期连分式加速收敛中的应用
15.
The strain does not increase indefinitely, however, but tends asymptotically towards a certain limiting or final value
然而，应变的增加并非是无限的，它向着某一极限值或最终值逐渐地逼近。
16.
A Theorem for Determining Double Limit with Transformation of Polar Coordinates and Its Popularization;
用极坐标变换求二重极限的定理及推广
17.
Skills and Examples to Define Double Limit with Transformation of Polar Coordinates;
用极坐标变换确定二重极限的技巧及实例
18.
Abstract: The application of high-strain dynamic tentative piling technique to determining limited bearing capacity of pile endpoint soil is a good method in the field of dynamic depth detection.
文摘:应用高应变动力试桩法确定桩端土的极限承载力是动力触探领域中的一种好方法。