METHOD OF REGENERATION OF STRUCTURE AND MECHANICAL PROPERTIES OF ELEMENTS AND DEVICES MADE OF STEEL FOR OPERATION AT ELEVATED TEMPERATURES

• 1. 金属材料在高温条件下的力学性能测试设备及其测试方法 [P] . 中国专利： CN106289999A . 2017-01-04
• 2. 用于测试和评估在高温操作下的传热元件的方法和系统 [P] . 中国专利： CN104749203B . 2018.02.13
• 3. STRUCTURE FOR MINIMIZING DETERIORATION OF THERMAL AND MECHANICAL PROPERTIES OF ELECTRICAL COMPONENTS DUE TO ELEVATED TEMPERATURES [P] . 美国专利： US2012160557A1 . 2012-06-28

  机译： 由于温度升高而使电气元件的热机械性能最小化的结构

• 4. METHODS AND PROCESS TO IMPROVE THE MECHANICAL PROPERTIES OF CAST ALUMINIUM ALLOYS AT AMBIENT TEMPERATURE AND AT ELEVATED TEMPERATURES [P] . 欧洲知识产权局专利： EP3577243A1 . 2019-12-11

  机译： 改善常温和高温下铸铝力学性能的方法和过程

• 5. METHODS AND PROCESS TO IMPROVE MECHANICAL PROPERTIES OF CAST ALUMINUM ALLOYS AT AMBIENT TEMPERATURE AND AT ELEVATED TEMPERATURES [P] . 美国专利： US2019390301A1 . 2019-12-26

  机译： 在常温和高温下改善铸铝力学性能的方法和过程

• 1. 3-2 Microstructure and Mechanical Properties of Tungsten at Elevated Temperatures [J] . Shen, Tielong, Wang, 中国科学院近代物理研究所和兰州重离子研究装置年报：英文版 . 2014,第001期
• 2. Experimental Investigation on Mechanical Properties of Q235B Hot-Rolled Structure Steel at Elevated Temperatures [C] . HU Jun, YAO Bin, LI Peide The 2008 International Symposium on Safety Science and Technology(2008年安全科学技术国际会议)论文集 . 2008
• 3. Mechanical Properties of Cold-drawn Steel Strand at Elevated Temperatures. [D] . Thompson, Conor. 2015
• 4. Microstructure Evolution and Mechanical Properties of Tempered 5140 Alloy Steel after Proton Irradiation at Different Temperatures [O] . Luanyue Dai, Guangyi Niu, Mingzhen Ma 2020
• 5. 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
• 6. High-Temperature Properties of Four Low-Alloy Steels for Jet-Engine Turbine Wheels Part 2. A Survey of the Relations Between Microstructure and Elevated-Temperature Properties of Four Low-Alloyed Steels at 700° to 1200°F [R] . ADRON I. RUSH, JAMES W. FREEMAN 1955

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• 2. Experimental determination of mechanical properties and short-time creep of AISI 304 stainless steel at elevated temperatures [J] . Josip Brnic ,Ji-tai Niu ,Goran Turkal . 矿物冶金与材料学报 . 2010,第001期
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• 4. MAGNETIC PROPERTY CHANGE IN AN AUSTENITIC STAINLESS STEEL SUBJECTED TO DAMAGE AT ELEVATED TEMPERATURE-MICROSTRUCTURE RESPONSIBLE FOR MAGNETIC PROPERTY [J] . Y.Nagae ,K.Aoto . 金属学报：英文版 . 2004,第4期
• 5. 汽轮机转子的结构元件在高周应力疲劳与高温蠕变交互作用下的损伤演化和寿命评估方法 [C] . 彭华 ,乐运国 ,郭薇 . 全国第六届电站构件失效分析与寿命管理学术会议 . 2000
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