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1)  deformation temperature
形变温度
1.
,decreasing deformation temperature,the kinetics of phase transformation was accelerated.
随着形变温度的降低,过冷度增加,相变动力学过程加快。
2.
The volume fraction of DIF increases with decreasing deformation temperature, especially when deformed temperatures lower than 750℃ the volume fraction of DIF increases significantly, which is far beyond the equilibrium ferrite fraction of 54%.
热模拟单向压缩下中碳钢形变温度低于Ad3(786℃)点时,析出形变诱导铁素体(DIF),DIF量随形变温度降低而提高;在低于750℃形变时,DIF量远高于平衡态铁素体含量54%。
2)  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。
3)  deformation temperature
变形温度
1.
Effect of deformation temperature on dynamic recrystallization of ULCB steel;
变形温度对ULCB钢动态再结晶的影响
2.
Influence of deformation temperature on the critical strain for completion of DEFT;
变形温度对形变强化相变完成时临界应变量的影响
3.
A new fractal method for the determination of deformation temperatures and strain rates-A case study of the Fuchashan tectonite in the Tanlu fault;
确定变形温度和应变速率分形法的探讨——以郯庐断裂浮槎山构造岩为例
4)  Deforming Temperature
变形温度
1.
Effect of Deforming Temperature on Structure and Precipitates of 0.05C-0.13Nb Steel;
变形温度对0.05C-0.13Nb钢组织和析出物的影响
2.
The static softening in interval time increased with the increasing of deforming temperature,interval time and deformation,re-crystallization of austenite was easier to occu.
利用MMS-100热力模拟试验机研究了X60管线钢和JB700低碳贝氏体钢在不同变形温度、变形程度和变形后等温保持时间对奥氏体静态软化行为的影响。
3.
In this paper,with uniaxial tensile test of AA5083 aluminum alloy,we analyze and discuss the influence of deforming temperature and strain rate on elongation.
通过对铝合金AA5083超塑性材料的拉伸试验,分析和讨论了变形温度和应变速率对其延伸率的影响,并得到最佳温度525℃,最佳应变速率1。
5)  temperature deformation
温度变形
1.
Analysis of the defects of brick masonry caused by temperature deformation and frost heaving of foundation;
砌体因温度变形及地基冻胀引起的缺陷分析
2.
On inspection on temperature deformation of Xuanwuhu tunnel in regular utility stage
玄武湖隧道正常使用阶段结构温度变形监测
3.
The deflection is included in construction through temperature deformation velocity gained by actual measurement.
温度变化会使桥梁结构产生温度变形,就T构施工监控而言,主要是竖向温度场引起各悬臂浇块标高的变化,由日照引起的挠度,该挠度在施工中以实测的温度变形应计入其影响。
6)  temperature distortion
温度变形
补充资料:热形变温度
分子式:
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性质:表示塑料耐热性的一项指标。试验时,以一定升温速率2℃/分钟加热,在标准的硬质塑料试片上加一定的弯曲应力(45.1牛/厘米2即4.6公斤力/厘米2,或182.4牛/厘米2即18.6公斤力/厘米2),测定达到规定形变(0.254毫米)时的温度。表示塑料在试验条件下达到规定形变时的温度,并非表示它的使用温度上限。适用于测试热固性塑料和硬质热塑性塑料的耐热性。

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