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EXPERIMENTAL STUDY OF HIGH TEMPERATURE PROPERTIES OF HIGH STRENGTH BOLT FOR FIRE RESISTANT STEEL

机译：耐火钢高强度螺栓高温性能的实验研究

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Yoshifumi SAKUMOTO; Koichiro KEIRA; Fukujiro FURUMURA; Takeo AVE;
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年度 1992
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1. Elevated-temperature mechanical properties of high strength structural steel S460N: Experimental study and recommendations for fire-resistance design [J] . Xuhong Qiang, Frans S.K. Bijlaard, Henk Kolstein Fire Safety Journal . 2013,第JANa期

机译：高强度结构钢S460N的高温力学性能：耐火设计的实验研究和建议
2. Experimental study on stainless steel high-strength bolted slip-resistant connections [J] . Zheng Baofeng, Wang Jiachang, Gu Yueyan, Engineering Structures . 2021,第Mara15期

机译：不锈钢高强度螺栓防滑连接的实验研究
3. Experimental research on bolted joint strength and dispersion in steel lattice transmission tower legs under low temperatures (-20℃ to -45℃) [J] . Liqiang An, Wenqiang Jiang, Haiwei Zhang, Fatigue & fracture of engineering materials and structures . 2020,第5期

机译：低温（-20℃至-45℃）下钢格输电塔腿螺栓连接强度和分散性的试验研究
4. A study on collapse temperature of steel frames including beam to beam connections fastened by high strength bolts at a fire [C] . F. OZAKI, H. SUZUKI International Conference on Structural Engineering, Mechanics and Computation; 20070910-12; Cape Town(ZA) . 2007

机译：火灾下用高强度螺栓紧固梁到梁连接的钢框架坍落温度的研究
5. Effect of temperature on thermal and mechanical properties of high strength steel A325 and A490 bolts. [D] . Kand, Sonali Suresh. 2011

机译：温度对高强度A325和A490钢螺栓的热和机械性能的影响。
6. Interfacial Bond Behavior of High Strength Concrete Filled Steel Tube after Exposure to Elevated Temperatures and Cooled by Fire Hydrant [O] . Zongping Chen, Jiyu Tang, Xingyu Zhou, 2020

机译：高温和消防栓冷却后高强度钢管混凝土的界面粘结行为
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。

EXPERIMENTAL STUDY OF HIGH TEMPERATURE PROPERTIES OF HIGH STRENGTH BOLT FOR FIRE RESISTANT STEEL

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