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MICRO-CRACKING AROUND DEFORMED RINFORCING BAR IN ULTRA HIGH-STRENGTH REINFORCED CONCRETE MEMBERS

机译：超高强度钢筋混凝土构件中变形的漂浮棒周围的微裂纹

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Ippei MARUYAMA; Ryoichi SATO;
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年度 2007
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1. Concrete Structures-the pH Potential of Cement and Deformed Reinforcing Bars Concrete Structures-the pH Potential of Cement and Deformed Reinforcing Bars [J] . A. K. Kar The Indian Engineer . 2004,第3期

机译：混凝土结构-水泥和变形钢筋的pH电位混凝土结构-水泥和变形钢筋的pH电位
2. Shear Behavior of Ultra-High-Performance Concrete Beams Reinforced with High-Strength Steel Bars. [J] . S.Ahmad, S. Bahij, M.A. Al-Osta, ACI Structural Journal . 2020,第3期

机译：高强度钢筋增强的超高性能混凝土梁的抗剪性能。
3. Shear Behavior of Ultra-High-Performance Concrete Beams Reinforced with High-Strength Steel Bars [J] . Ahmad S., Bahij S., Al-Osta M. A., ACI Structural Journal . 2019,第4期

机译：高强度钢筋增强超高性能混凝土梁的抗剪性能
4. USE OF STEEL FIBRES TO ENHANCE BOND AND DEVELOPMENT OF REINFORCING BARS IN HIGH-STRENGTH REINFORCED CONCRETE BEAMS [C] . Peter Bischoff, Fred Berube, Graham Lawrence RILEM Proceedings PRO 39; RILEM Symposium on Fibre-Reinforced Concretes(FRC) - BEFIB 2004 vol.2; 20040920-22; Varenna(IT) . 2004

机译：使用钢纤维增强高强度钢筋混凝土梁的粘结和钢筋的开发
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. EFFECT OF REINFORCING BARS ON HYSTERETIC DAMPING OF HIGH-STRENGTH FIBER REINFORCED MODIFIED GRADING CEMENT CONCRETE FILLED STEEL TUBE FOR STOPPER [O] . Koichiro SHITAMA, Pham VAN THAI, Yuta NOGAMI, 2017

机译：钢筋对高强度纤维增强改性水泥混凝土混凝土填料钢管滞回的影响
8. BLAST LOADING OF CONCRETE BEAMS REINFORCED WITH HIGH-STRENGTH DEFORMED BARS Y-F008-10-102A Type C [R] . William A. Keenan 1963

机译：用高强度变形钢筋Y-F008-10-102a C型加固混凝土梁的爆破荷载

MICRO-CRACKING AROUND DEFORMED RINFORCING BAR IN ULTRA HIGH-STRENGTH REINFORCED CONCRETE MEMBERS

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