1) Room temperature deformation
室温变形
1.
The room temperature deformation behavior of hydrogenated TC4 alloys was studied through compression tests.
通过压缩试验研究了置氢TC4合金的室温变形行为,采用OM、TEM、XRD等分析手段研究了氢处理对TC4钛合金室温组织和变形机制的影响。
2) deformation at room temperature
室温形变
3) Room temperature creep
室温蠕变
1.
Room Temperature Creep and Its Effect on Fatigue Crack Growth of Structural Steels;
结构钢的室温蠕变及其对疲劳裂纹扩展的影响
2.
Room temperature creep at crack tip of a 0Cr18Ni9 stainless steel and its effect on the following fatigue crack growth have been investigated.
研究0Cr18Ni9不锈钢裂纹尖端的室温蠕变(room temperature creep,RTC)现象以及其对恒ΔK条件下疲劳裂纹扩展行为的影响作用。
3.
The phenomenon of room temperature creep(RTC) deformation and its effect on subsequent flow stress under various loading stress rate(Lsr) and loading process in a X70 pipeline steel were studied.
利用MTS万能试验机研究了X70管线钢在不同应力加载速率和不同加载过程下的室温蠕变现象,以及室温蠕变对流变应力的影响。
5) room-temperature fusion
室温核聚变
6) thermal deformation
温度变形
1.
It is very important to study the thermal deformation occurring in mass concrete and its super-long structures,the cause of which must be made clear before studying the thermal performance of concrete.
混凝土结构温度变形性能在大体积混凝土及超长结构中非常重要,研究混凝土材料的温度变形性能有必要清楚其温度变形产生的本质。
2.
The main factors, such as limiting extended value, elastic module and thermal deformation of the influence on crack resistance of mass concrete have been analyzed in this paper.
对影响大体积混凝土抗裂性的极限拉伸值、抗拉弹性模量、温度变形等几个主要因素进行了分析,得出大体积混凝土抗裂性指标,并将其应用于评价大体积混凝土抗裂性,结果与实际工程相符,可靠有效。
3.
The main factors,including lim it ing extended value,elastic module and thermal deformation,which influenc on cr ack re sistance of mass concrete have been analyzed in this paper.
本文对影响大体积混凝土抗裂性的极限拉伸值、抗拉弹性模量、温度变形等几个主要因素进行了分析,得出大体积混凝土抗裂性指标,并将其应用于评价大体积混凝土抗裂性,结果与实际工程相符,可靠有效。
补充资料：室温
1.室内温度。
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