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National fire research laboratory commissioning project: testing steel beams under localized fire exposure

机译：国家消防研究实验室调试项目：在局部火灾暴露下测试钢梁

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Lisa Choe; Selvarajah Ramesh; Matthew Hoehler; Mina Seif; John Gross; Chao Zhang; Matthew Bundy;
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1. Comparison of fire resistance of damaged fireproof ed steel beams under hydrocarbon pool fire and ASTM El 19 fire exposure [J] . Mustafa Mahamid, Ataollah Taghipour Anvari, Ines Torra-Bilal, Journal of structural fire engineering . 2019 ,第2期

机译：碳氢化合物池火灾和ASTM El 19火灾暴露下受损的ed钢制耐火梁的耐火性比较
2. Simulating the fire-thermal-structural behavior in a localized fire test on a bare steel beam [J] . Zhang Chao, Yu Hong-Xia, Choe Lisa, Engineering Structures . 2018 ,第may15期

机译：在裸钢梁上的局部火灾测试中模拟火灾的热-结构行为
3. Simulating the behavior of restrained steel beams to flame impingement from localized-fires [J] . Chao Zhang, Guo-Qiang Li, Asif Usmani Journal of Constructional Steel Research . 2013 ,第apra期

机译：模拟约束钢梁对局部火灾的火焰冲击行为
4. Fire Resistance of Unprotected Steel Beams-Comparison between Fire Tests and Calculation Models [C] . Marek Lukomski, Piotr Turkowski, Pawel Roszkowski International Conference on Modern Building Materials, Structures, and Techniques . 2017

机译：无保护钢梁的耐火性 - 消防试验与计算模型之间的比较
5. Reduction in fire resistance of steel beams caused by partial fire protection loss. [D] . Kang, Yu. 2006

机译：由于部分防火损失而导致钢梁的耐火性降低。
6. Seeking natural capital projects: Forest fires haze and early-life exposure in Indonesia [O] . Jie-Sheng Tan-Soo, Subhrendu K. Pattanayak 2019

机译：寻求自然资本项目：印度尼西亚的森林大火薄雾和早期暴露
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。

National fire research laboratory commissioning project: testing steel beams under localized fire exposure

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