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STUDY ON THE MECHANICAL PROPERTIES OF DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT

机译：混凝土加固变形钢筋力学性能研究

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Reiji TANAKA; Hitoshi NISHI;
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年度 1991
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1. MECHANICAL PROPERTIES OF RECYCLED AGGREGATE CONCRETE WITH DEFORMED STEEL RE-BAR [J] . Yongjae Kim, Jongsung Sim, Cheolwoo Park Journal of marine science and technology . 2012,第3期

机译：变形钢筋的再生骨料混凝土的力学性能
2. Study on Mechanical Properties of Metakaolin-Based Concretes and Corrosion of Carbon Steel Reinforcement in 3.5% NaCl [J] . Jian Zhang, Jin Yang, Zhuoxuan Ying International Journal of Electrochemical Science . 2019,第4期

机译：偏高岭土基混凝土的力学性能和碳钢在3.5％NaCl中的腐蚀研究
3. Experimental study on bond properties between early-age concrete and deformed steel bars [J] . Construction and Building Materials . 2020,第Mara10期

机译：早期混凝土与变形钢筋粘结性能的试验研究
4. Experimental study on effect of corrosion-induced cracking on bond property between deformed steel bar and concrete [C] . Lei WANG, Yafei MA, Jianren ZHANG International symposium on bridge and structural engineering;IABSE symposium on large structures and infrastructures for environmentally constrained and urbanised areas . 2010

机译：腐蚀裂纹对变形钢筋与混凝土粘结性能影响的试验研究
5. Bond strength of deformed reinforcing bars in plain high-strength concrete and high-strength steel fibre-reinforced concrete. [D] . Berube, Frederic-Simon. 2003

机译：普通高强度混凝土和高强度钢纤维增强混凝土中变形钢筋的粘结强度。
6. Properties of Concretes Incorporating Recycling Waste and Corrosion Susceptibility of Reinforcing Steel Bars [O] . Zinoviy Blikharskyy, Khrystyna Sobol, Taras Markiv, 2021

机译：加固钢筋再循环废料及腐蚀易感性的混凝土的性能
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. Investigation of Significant Properties and Charateristics of the Mechanical Properties of Cold Drawn Steel Bars with a Heat Treated 4410 Steel Bar [R] . 1953

机译：热处理4410钢棒冷拔钢筋力学性能显着性及特性研究

STUDY ON THE MECHANICAL PROPERTIES OF DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT

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