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PERFORMANCE AND BEHAVIOR FOR CORROSION PROTECTION OF REINFORCED CONCRETE MEMBERS WITH GALVANIZED STEEL FIBERS

机译：镀锌钢纤维钢筋混凝土构件腐蚀保护的性能和行为

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Noboru SAEKI; Takashi HORIGUCHI; Takenori NOTOYA; Abdullah K. SOMEH;
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1. Direct tensile behaviors of steel-bar reinforced ultra-high performance fiber reinforced concrete: Effects of steel fibers and steel rebars [J] . Zhang Zhe, Shao Xu-Dong, Zhu Ping Construction and Building Materials . 2020,第May20期

机译：钢棒增强超高性能纤维增强混凝土的直接拉伸行为：钢纤维和钢筋的影响
2. High Mechanical Performance of Reinforced Concrete Wrapped with Carbon-Fiber Polymer and Electrochemical Corrosion Behavior of Carbon Steel in the concrete [J] . Liang Liu, Haihua Yang International Journal of Electrochemical Science . 2020,第10期

机译：用碳纤维聚合物包装钢筋混凝土的高机械性能及混凝土中碳钢电化学腐蚀行为
3. Corrosion effect on tensile behavior of ultra-high-performance concrete reinforced with straight steel fibers [J] . Cement & concrete composites . 2020,第期

机译：用直钢纤维加固超高性能混凝土的拉伸行为的腐蚀作用
4. Comparative Structural and Non-structural Properties of Ultra High-performance Steel-fiber-reinforced Concretes and High-Performance Steel-fiber-reinforced Concretes* [C] . Duy-Liem NGUYEN, Phu-Cuong NGUYEN, Van-Thuan NGUYEN, International Conference on Green Technology and Sustainable Development . 2018

机译：超高性能钢纤维增强混凝土与高性能钢纤维增强混凝土的结构和非结构性能比较
5. The effect of fiber corrosion on shear capacity of steel fiber reinforced concrete beams and an initial investigation on alkali-silica reaction in steel fiber reinforced concrete [D] . Waweru, Regina Nyambura 2011

机译：纤维腐蚀对钢纤维混凝土梁抗剪承载力的影响及对钢纤维混凝土碱硅反应的初步研究
6. A Two-Year Evaluation of Corrosion-Induced Damage to Hot Galvanized Reinforcing Steel B500SP in Chloride Contaminated Concrete [O] . Mariusz Jaśniok, Maria Sozańska, Jacek Kołodziej, 2020

机译：对氯化物污染混凝土中热镀锌钢B500SP的腐蚀造成损伤的两年评估
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. Time-to-Corrosion of Reinforcing Steel in Concrete Slabs. Volume 4. Galvanized Reinforcing Steel [R] . Clear, K. C. 1981

机译：混凝土板中钢筋的腐蚀时间。第4卷。镀锌钢筋

PERFORMANCE AND BEHAVIOR FOR CORROSION PROTECTION OF REINFORCED CONCRETE MEMBERS WITH GALVANIZED STEEL FIBERS

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