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Investigations of rheological properties of nitrided steels using thermodilatometric method with temperature modulation

机译：用温度调制热膨胀法研究渗氮钢的流变性能

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1. Investigations of rheological properties of nitrided steels using thermodilatometric method with temperature modulation [J] . Myslinski P., Gilewicz A., Olik R., Journal of thermal analysis and calorimetry . 2016,第3期

机译：用温度调节热膨胀法研究渗氮钢的流变性能
2. The wear and corrosion properties of stainless steel nitrided by low-pressure plasma-arc source ion nitriding at low temperatures [J] . Wang Liang, Xu Bin, Yu Zhiwei, Surface & Coatings Technology . 2000,第2a3期

机译：低压等离子体弧源离子氮化在低温下氮化的不锈钢的磨损和腐蚀性能
3. Effects of Nitriding Temperature on Gas Nitriding Property of Steels for Nitriding [J] . Nobuyuki ISHIKAWA, Tetsuo SHIRAGA 鉄と鋼／Journal of the Iron and Steel Institute of Japan. . 1996,第2期

机译：氮化温度对钢气氮化性能的影响
4. Effects of nitriding temperature on gas nitriding property of steels for nitriding [C] . Nobuyuki Ishikawa, Tetsuo Shiraga, Moriyuki Ishiguro, Congress of the International Federation for Heat Treatment and Surface Engineering . 1999

机译：氮化温度对钢气氮化性能的影响
5. Development and Application of Effective Stochastic Potential Method for Investigating Temperature-Dependent Electronic Properties of Nanomaterials [D] . Scher, Jeremy A. 2020

机译：用于研究纳米材料温度依赖性电子性能的有效随机电位方法的开发与应用
6. An Experimental Study of Temperature Effect on Properties of Nitride Layers on X37CrMoV51 Tool Steel Used in Extrusion Aluminium Industry [O] . Rafał Hubicki, Maria Richert, Marcel Wiewióra 2020

机译：温度对挤压铝工业用X37CrMoV51工具钢的氮化层性能影响的实验研究
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. INVESTIGATION OF FATIGUE PROPERTIES AT ROOM TEMPERATURE OF HIGH STRENGTH STEELS HAVING HIGH TEMPERING TEMPERATURES [R] . Harold N. Cummings, Foster B. Stulen, William C. Schulte 1959

机译：高温下高强度钢室温疲劳性能的研究

Investigations of rheological properties of nitrided steels using thermodilatometric method with temperature modulation

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