1) intensive variable
强度变量
1.
Based on the defining of independent variables of the state in the equilibrium system, this paper discusses how to select independent variables in different states and the relation between intensive variable and extensive variable when to select independent variables.
在确定平衡体系状态的独立自变量基础上,讨论了在不同情况下,如何选择独立自变量,以及在选择独主自 变量时,强度变量与容量变量的关系。
2) two-factor shear strength theory
双变量强度理论
1.
This paper researches geologic disaster of shallow strata (sandy soil strata) marsh gas of high pressure emerging in construction of Chongming tunnel through the Yangtze River using two-factor shear strength theory.
以长江口越江通道的盾构法施工隧道工程为背景 ,结合非饱和土双变量强度理论 ,研究在越江通道 (隧道 )施工过程中遇到的浅层 (砂性土层 )高压沼气地质灾害问题 。
3) structural strength and deformation magnitude of surface
结构强度与镜面变形量
4) heavy deformation quantity
强变形量
1.
The effect of heavy deformation quantity on recrystallization activation energy of Q215 steel was studied.
研究了强变形量对Q215钢再结晶激活能的影响,结果表明,Q215钢再结晶激活能随其变形量的增加而减小。
5) intensive variable
示强变量
6) creep strength
蠕变强度
1.
In comparison with the common austenitic stainless steel, it has better performance of anti-oxidation, corrosion resistance and high temperature creep strength.
通过对耐热耐蚀合金Incoloy 80 0H的性能分析 ,指出它与普通奥氏体不锈钢相比具有较优的抗氧化性能、耐蚀性和高温蠕变强度。
2.
It emphasized that for the long-term engineering,the creep strength should be chosen in design,while not the quality control strength.
强调了对使用周期长的工程,设计时必须选用格栅的蠕变强度,而不是质量控制强度。
3.
If only considering thepreceding two stages of creep proeess,we can describe it with the unified creep fomula: (2) With development of time,the creep strength submits attenuated trend and finallytend towards the long-term strength limit.
基于试验，本文讨论分析了冻土三轴蠕变规律及温度和围压对冻土蠕变强度的影响，给出了冻土蠕变及蠕变强度随时间降低的方程式。
补充资料：变量与变量值
可变的数量标志和所有的统计指标称作变量。变量的数值表现称作
变量值，即标志值或指标值。变量与变量值不能误用。
变量值，即标志值或指标值。变量与变量值不能误用。
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