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Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure

机译：纤维增强超高强度混凝土的剥落电阻对ISO-834标准火灾曲线进行：热应变和水蒸气压力的影响

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Taegyu Lee; Gyuyong Kim; Gyeongcheol Choe; Euichul Hwang; Jaesung Lee; Dongwoo Ryu; Jeongsoo Nam;
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1. Numerical analysis on mechanical property of concrete filled steel tube reinforced concrete (CFSTRC) columns subjected to ISO-834 standard fire [J] . Bao Yan-Hong, Xu Lei, Wang Wen-Da, International journal of steel structures . 2017,第4期

机译：ISO-834标准火灾下钢管混凝土柱力学性能的数值分析。
2. Concrete Filled Steel Tube Reinforced Concrete (CFSTRC) Columns Subjected to ISO-834 Standard Fire: Experiment [J] . Lei Xu, Yu-Bin Liu Advances in Structural Engineering . 2013,第7期

机译：符合ISO-834标准防火标准的钢管混凝土柱（CFSTRC）：实验
3. Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire [J] . Lin-Hai Han, Wei-Hua Wang, Hong-Xia Yu Engineering Structures . 2010,第10期

机译：钢筋混凝土（RC）梁对钢管混凝土（CFST）柱框架的受ISO-834标准火灾的试验性能
4. RELATIONSHIP BETWEEN VAPOR PRESSURE AND TENSILE STRAIN LIMIT AT SPALLING OCCURRENCE OF HIGH-PERFORMANCE CONCRETE WITH STEEL RING SPECIMEN DURING FIRE [C] . Makiho Sukekawa, Mitsuo Ozawa, Yusuke Sugino, International Conference on Construction Materials-Performance, Innovations, and Structural Implications;Japan Concrete Institute . -1

机译：火灾中高性能混凝土剥落发生时蒸气压和拉伸应变极限的关系
5. INNOVATIVE FIN-TUBES FOR A STANDARD STAGGERED BUNDLE FAMILY LEADING TO SIGNIFICANT REDUCTIONS IN AIR-SIDE THERMAL AND PRESSURE-DROP RESISTANCES FOR A POPULAR HEAT-EXCHANGER – MODELING AND ANALYSIS IN THE CONTEXT OF ITS DEPLOYMENT ADVANTAGES IN THE ENERGY-SECTOR [D] . Vojini, Amit Dev. 2018

机译：用于标准交错束家族的创新翅片管，导致在能源领域的部署优势的背景下进行空气侧热量和压降电阻的显着降低
6. Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure [O] . Taegyu Lee, Gyuyong Kim, Gyeongcheol Choe, 2020

机译：纤维增强超高强度混凝土的剥落电阻对ISO-834标准火灾曲线进行：热应变和水蒸气压力的影响
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. Revisiting Concrete Spall and Breach Prediction Curves: Strain Rate (Scale Effect) and Impulse (Pulse Length and Charge Shape) Considerations [R] . Marchand, K. A., Woodson, S., Knight, T. 1994

机译：重新审视混凝土剥落和突破预测曲线：应变率（比例效应）和脉冲（脉冲长度和电荷形状）考虑因素

Spalling Resistance of Fiber-Reinforced Ultra-High-Strength Concrete Subjected to the ISO-834 Standard Fire Curve: Effects of Thermal Strain and Water Vapor Pressure

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