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Effect of Firing Temperature on Mechanical Properties of Al2O3–C Sensor for Continuous Measurement of Molten Steel Temperature

机译：烧制温度对Al2O3-C传感器力学性能的影响，用于连续测量钢水温度

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Jiu Zhang; Guohui Mei; Shumao Zhao; Zhi Xie;
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1. Effect of Firing Temperature on Mechanical Properties of AI_2O_3-C Sensor for Continuous Measurement of Molten Steel Temperature [J] . Jiu ZHANG, Guohui MEI, Shumao ZHAO, ISIJ international . 2014,第3期

机译：烧成温度对连续测量钢水温度的AI_2O_3-C传感器力学性能的影响
2. Effect of Firing Temperature on Mechanical Properties of Al₂O₃–C Sensor for Continuous Measurement of Molten Steel Temperature [J] . Jiu Zhang, Guohui Mei, Shumao Zhao, ISIJ international . 2014,第3期

机译：烧成温度对连续测量钢水温度的Al _{2 O _{3 –C传感器力学性能的影响}}
3. A Novel Structure of Blackbody Cavity Sensor for Continuous Measurement of Molten Steel Temperature [J] . Zhi XIE, Jiu ZHANG, Guohui MEI, ISIJ international . 2014,第8期

机译：连续测量钢水温度的新型黑体腔传感器结构
4. Nanorod-Cladding Sapphire Fiber for Continuous Temperature Measurement in Molten Steel [C] . Jingjing Qian, Zijian Zhao, Qinming Zhang, Conference on Lasers and Electro-Optics . 2020

机译：用于钢水连续温度测量的纳米棒包覆蓝宝石纤维
5. Mechanical Properties of Cold-drawn Steel Strand at Elevated Temperatures. [D] . Thompson, Conor. 2015

机译：高温下冷拔钢绞线的力学性能。
6. Microstructure Evolution and Mechanical Properties of Tempered 5140 Alloy Steel after Proton Irradiation at Different Temperatures [O] . Luanyue Dai, Guangyi Niu, Mingzhen Ma 2020

机译：不同温度质子辐照后温度5140合金钢的微观结构演化与力学性能
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。

Effect of Firing Temperature on Mechanical Properties of Al2O3–C Sensor for Continuous Measurement of Molten Steel Temperature

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