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1)  interfacial transition zone (ITZ)
界面过渡区(界面层)
2)  transition interfacial layer
过渡界面层
1.
This suggests that the δ′ phase particles are coarsened by “licking up” the transition interfacial layer before 16h reaging and swallow up each other after 16h reaging.
发现再时效 8h析出的δ′相与基体之间存在明显的过渡界面层 ,再时效 16h以后过渡界面层消失 。
2.
The results showed that the transition interfacial layer exists between δ′ phase and matrix.
实验结果表明,合金在160℃时效时析出的δ′相粒子与基体之间存在过渡界面层,表明δ′相是通过Spin-odal分解机理形成的,而且δ′相粒子平均半径的三次方与回火时间的关系与LSW动力学规律不一
3)  transition interface
过渡层界面
1.
Study on the transition interface of TiC/i-C composite hard films and their properties;
TiC/i-C复合硬质膜的过渡层界面和特性的研究(英文)
4)  interface translation layer
界面过渡层
5)  interfacial transition zone
界面过渡区
1.
The microstructure of the interfacial transition zone on steel tube-high strength expansive concrete;
高强微膨胀钢管混凝土的界面过渡区结构
2.
Influence of interfacial transition zone to chloride diffusibility of cemented materials
界面过渡区对水泥基材料氯离子扩散性能的影响研究
3.
The effects of the interfacial transition zone (ITZ) of sulphoaluminate cement mortar on the properties of the mortar were studied.
主要研究了硫铝酸盐水泥砂浆–集料间界面过渡区(interfacialtransitionzone,ITZ)的改性对混凝土性能的影响。
6)  interface transition zone
界面过渡区
1.
Elastic modulus and the hardness of the interface transition zone and neighboring zone of concrete with 0,30%,50% and 80% cement replaced by blast furnace slag are tested by nano-indentation.
采用纳米压痕技术测试了矿渣取代水泥的质量分数分别为0%,30%,50%,80%时的混凝土中实际界面过渡区及邻近区域的纳米压痕硬度和弹性模量分布以了解矿渣对混凝土界面过渡区微力学性质的影响。
2.
Structures and performances of interface transition zone between mortar and aggregates in cement concrete have an influence on the whole performances of concrete and the adopted rational experiment techniques are also the key to precisely test and estimate the structures and performances of interface transition zone.
水泥混凝土浆体—集料界面过渡区结构与性能影响混凝土的整体性能,其试验技术的合理采用关系到对其结构与性能的正确测试与评价。
3.
According to the failure mechanisms of concrete under fatigue loading and the reinforcing mechanism of steel fiber,a nonlinear fatigue equation based on properties of both matrix and interface transition zone was proposed for steel fiber reinforced concrete and used to analyze effects of fiber volume content and aspect ratio on fatigue behavior.
根据混凝土疲劳破坏机制及钢纤维增强机理,建立了基于基体和界面过渡区性质的钢纤维增强混凝土非线性疲劳方程,并应用得到的方程分析了钢纤维长径比和体积掺量的影响。
补充资料:界面缩聚(interfacialpolycondensation)
【界面缩聚】(interfacialpolycondensation)亦称“非均相缩聚”。一种在两个不相混的液相界面处进行的缩聚反应。例台,其中一相是含过量的二元胺(`NH_2-R-NH_2`)折水溶液,另一相是含二元酰基(`ClCO-R'-COCl`)的不溶于水的有机溶剂的溶液。当两相接触时,在界面处立即生成聚酰胺的薄膜,或连续将膜拉出而生成长丝。常用以制备聚酰胺(如聚癸二酰己二胺,即尼龙6、尼龙10)、聚酯等高分子化合物。本方法和熔融缩聚
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