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Influence of Zirconium Content on Corrosion Resistance of Micro-Alloyed Steel Reinforced Concrete in Chloride Solutions

机译：锆含量对氯化物溶液中微合金钢钢筋混凝土耐腐蚀性的影响

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Shi Shao Hua;
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1. Ni含量对提高Zn-Ni合金在3.5NaCl溶液中耐腐蚀性能的影响（I）：极化和阻抗研究 [J] . Hany M. ABD EL-LATEEF, Abdel-Rahman EL-SAYED, Hossnia S. MOHRAN 中国有色金属学报（英文版） . 2015,第008期
2. Ni含量对提高Zn-Ni合金在3.5NaCl溶液中耐腐蚀性能的影响（I）：极化和阻抗研究 [J] . Hany M.ABD EL-LATEEF, Abdel-Rahman EL-SAYED, Hossnia S.MOHRAN 中国有色金属学报：英文版 . 2015,第008期
3. Influence of chloride concentration and pre-passivation on the pitting corrosion resistance of low-alloy reinforcing steel in simulated concrete pore solution [J] . Shi Jinjie, Sun Wei, Jiang Jinyang, Construction and Building Materials . 2016,第may15期

机译：氯化物浓度和预钝化对模拟混凝土孔隙溶液中低合金钢筋抗点蚀性能的影响
4. Corrosion of reinforcing steel in simulated concrete pore solutions Effect of carbonation and chloride content [J] . M. Moreno, W. Morris, M.G. Alvarez, Corrosion science . 2004,第11期

机译：模拟混凝土孔隙溶液中钢筋的腐蚀碳化和氯化物含量的影响
5. Reinforcing Steel with increased Corrosion Resistance as a Measure against Chloride induced Corrosion of Reinforced Concrete. [J] . Eugen Briuhwiler, Emmanuel Denarie, Ulrich Urlau Beton- und Stahlbetonbau . 2002,第5期

机译：增强钢的耐腐蚀性的措施，可抵抗钢筋混凝土的氯化物腐蚀。
6. Influence of Al content on the corrosion resistance of micro-alloyed hot rolled steel as a function of grain size [C] . Abdullah Qaban, Sumsun Naher International ESAFORM Conference on Material Forming . 2018

机译：Al含量对微合金热轧钢耐腐蚀性的影响，如晶粒尺寸的函数
7. Effects of cement alkalinity, exposure conditions and steel-concrete interface on the time-to-corrosion and chloride threshold for reinforcing steel in concrete. [D] . Nam, Jingak. 2004

机译：水泥碱度，暴露条件和钢混凝土界面对混凝土中钢筋腐蚀时间和氯化物阈值的影响。
8. Corrosion Resistance of Concrete Reinforced by Zinc Phosphate Pretreated Steel Fiber in the Presence of Chloride Ions [O] . Xingke Zhao, Runqing Liu, Wenhan Qi, 2020

机译：磷酸锌预处理钢纤维在氯离子存在下加固混凝土的耐腐蚀性
9. 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。
10. The Effect of Sodium Chloride on the Corrosion of Concrete Reinforcing Steel and on the pH of Calcium Hydroxide Solution. [R] . berman, h. a. 1974

机译：氯化钠对混凝土钢筋腐蚀及氢氧化钙溶液pH值的影响。

Influence of Zirconium Content on Corrosion Resistance of Micro-Alloyed Steel Reinforced Concrete in Chloride Solutions

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