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Real-Time 3-D Visualization Of Surface Temperature Fields Measured By Thermocouples On Steel Structures In Fire Engineering

机译：消防工程中钢结构上热电偶测量的表面温度场的实时3-D可视化

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M. Korzen; R. Schriever; K. -u. Ziener; O. Paetsch; G. W. Zumbusch;
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年度 2007
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1. A two-thermocouples probe for radiation corrections of measured temperatures in compartment fires [J] . S. Brohez, C. Delvosalle, G. Marlair Fire Safety Journal . 2004,第5期

机译：两热电偶探头可对舱室火灾中的测量温度进行辐射校正
2. Beyond 'fire temperatures': calibrating thermocouple probes and modeling their response to surface fires in hardwood fuels [J] . Bova Anthony S, Dickinson Matthew B Canadian Journal of Forest Research . 2008,第5期

机译：超越“火灾温度”：校准热电偶探头并模拟其对硬木燃料中表面火的响应
3. Beyond “fire temperatures”: calibrating thermocouple probes and modeling their response to surface fires in hardwood fuels [J] . Bova Anthony S., Dickinson Matthew B. Canadian Journal of Forest Research . 2008,第5期

机译：超越“着火温度”：校准热电偶探针并模拟其对硬木燃料中表面火的响应
4. Burning Surface Temperature Measured with a Thermocouple [C] . A. Ishihara AIAA/ASME/SAE/ASEE Joint Propulsion Conference and Exhibit . 2003

机译：用热电偶测量的燃烧表面温度
5. The correlation length of temperature fluctuations measured in air using thermocouples. [D] . Kulkarni, Rohan A. 2006

机译：使用热电偶在空气中测得的温度波动的相关长度。
6. Study of the low-temperature plasma treatment effect on the structure physical and chemical surface characteristics of 40X13 steel [O] . Boris Brzhozovskii, Marina Brovkova, Irina Gots, 2019

机译：低温等离子体处理对40X13钢组织理化表面特性的影响研究
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。

Real-Time 3-D Visualization Of Surface Temperature Fields Measured By Thermocouples On Steel Structures In Fire Engineering

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