1) critical steel temperature
钢结构极限温度
2) structural limits
结构强度极限
3) limiting temperature
极限温度
1.
In order to research the influencing factor to limiting temperature of lowtemperature transportation,the experiment have been made.
随着我国大多数油田进入高含水期,油田地面集输管路中含水原油的含水率可达到90%以上,为了研究影响其低温集输极限温度的因素,本文对大庆油田采油一厂的现场含水原油进行了实验研究,通过在不同管径、不同流量和加入不同浓度流动改进剂的对比实验中得知,减少流量,增大管径和流动改进剂浓度可降低含水原油低温集输的极限温度,其中加入流动改进剂的作用最为显著,可更好的起到节能将耗的作用,在集输管网中有着良好的运用前景。
2.
By means of the method of average heat capacity and state equation for ideal gas, the limiting temperature and imiting pressure in an oxygen bomb were calculated in the process of determination of combustion heat for benzoic acid.
利用平均热容法和理想气体状态方程,预测了苯甲酸燃烧热测定过程中氧弹内的极限温度和极限压力。
3.
Theoretical analyses and related calculations were performed on limiting temperature,displacement and potential hazards.
研究了轴向非均匀温度分布对钢梁火灾性能的影响,包括对失效的极限温度、挠度和潜在的危险进行了理论分析和相关计算。
4) ultimate temperature
极限温度
1.
Study of ultimate temperature in low temperature transportation of water cut oil;
含水原油低温集输极限温度的研究
5) limit temperature
极限温度
1.
In the elastic limit state as defined in this paper, the stress distribution and the limit temperature of the plate are obtained.
对陶瓷 /金属功能梯度多层组合板进行了稳态热传导分析及热弹性极限分析 ,导出了稳态温度分布场 ,极限状态热弹性应力分布的计算式 ,并在弹性极限状态下 ,得到了弹性极限温度 。
2.
And the relations among limit temperature,load and strain rate are also given.
通过对不同应变率下和不同温度下的挠度曲线的分析,阐明了塑性应变率和温度对冲击载荷作用下梁挠度的影响,还给出了极限温度与载荷和应变率的定量关系。
3.
Using the fire dynamics simulator(FDS),the effects of sediment thickness,the ventilation velocity,the sediment ignition points and the ducts dimension on the limit temperature of the burning sediment in the ducts were studied in the orthogonal experimental method.
利用火灾动力模拟软件(FDS)进行分析,通过正交试验法分析聚集物的厚度、通风风速、聚集物燃点和风管断面尺寸等对聚集物燃烧时的极限温度值的影响。
6) extreme temperature
极限温度
1.
The future trend of power electronics in extreme temperature environment is also pointed out.
指出了未来电力电子技术在极限温度下的一些发展趋势。
2.
In view of the lack of knowledge, this paper analyzes thermally induced stresses in semi-rigid base materials for various typical pavement structures using extreme temperatures in the summer and in the winter of four provinces in different regions.
针对半刚性基层材料缺乏对因外界温度变化所产生应力问题的研究 ,采用了国内 4个典型省份的夏季及冬季极限温度 ,计算了在不同典型结构及不同地区条件下 ,半刚性材料受温度影响产生的温度应力。
补充资料：安装钢结构厂房钢柱
安装钢结构厂房钢柱
巍 安装钢结构厂房钢柱
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