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Development and Application of CFT without Fire Protection using High Performance Steel and Concrete

机译：高性能钢及混凝土，CFT的开发与应用无防火

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Seok-Beom Hong; Woo-Jae Kim; Hee-Gon Park;
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1. Fire Safety Engineering of Concrete-Filled Steel Tubular Column without Fire Protection [J] . Kenichi Ikeda, Yoshifumi Ohmiya ire Science and Technology . 2009,第3期

机译：无防火钢管混凝土柱的消防安全工程
2. A Study on the fire-resistance of concrete-filled steel square tube columns without fire protection under constant central axial loads [J] . Su-Hee Park, Sung-Mo Choi, Kyung-Soo Chung Steel & Composite Structures: An International Journal . 2008,第6期

机译：恒定中心轴向载荷下无防火的钢管混凝土方柱耐火性研究
3. Tests and Analysis on the Temperature Field within Concrete Filled Steel Tubes With or Without Protection Subjected to a Standard Fire [J] . Lin-Hai Han, Lei Xu, Xiao-Ling Zhao Advances in Structural Engineering . 2003,第2期

机译：带有或不带有防护的标准条件下钢管混凝土内部温度场的测试与分析
4. EXPERIMENTAL STUDY ON THE FIRE BEHAVIOR OF HIGH STRENGTH CFT SQUARE COLUMNS WITHOUT FIRE PROTECTION [C] . KYUNGSOO CHUNG, INRAK CHOI, JINHO KIM International Structural Engineering and Construction Conference . 2013

机译：高强度CFT方柱火灾行为的实验研究
5. Performance-Based Fire Design for Composite Steel-Concrete Buildings with Consideration of Natural Fire Models. [D] . Fang, Chenyang. 2017

机译：考虑自然火灾模型的钢结构混凝土复合建筑基于性能的火灾设计。
6. Experimental Study on the Fire Performance of Tubular Steel Columns with Membrane Protections for Prefabricated and Modular Steel Construction [O] . Xin Zhang, Lei Peng, Zhao-peng Ni, 2018

机译：预制和模块化钢结构膜保护管状钢管柱耐火性能试验研究。
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. Corrosion Protection Performance of Corrosion Inhibitors and Epoxy-CoatedReinforcing Steel in a Simulated Concrete Pore Water Solution [R] . Pyc, W. A., Weyers, R. E., Sprinkel, M. M. 1998

机译：腐蚀抑制剂和环氧涂层增强钢在模拟混凝土孔隙水溶液中的防腐性能

Development and Application of CFT without Fire Protection using High Performance Steel and Concrete

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