METHOD FOR MODIFYING BOND STRENGTH BETWEEN CONCRETE AND EMBEDDED STEEL

• 1. 一种测量薄膜铝钢复合板铝膜和钢基体结合强度的方法 [P] . 中国专利： CN102494998B . 2013.05.08
• 2. 一种测量薄膜铝钢复合板铝膜和钢基体结合强度的方法 [P] . 中国专利： CN102494998A . 2012-06-13
• 3. Method for modifying bond strength between concrete and embedded steel [P] . IL104836A . 1995-12-31

  机译： 改变混凝土与预埋钢之间粘结强度的方法

• 4. METHOD FOR MODIFYING BOND STRENGTH BETWEEN CONCRETE AND EMBEDDED STEEL [P] . IL104836D0 . 1993-06-10

  机译： 修正混凝土与嵌入式钢结合强度的方法

• 5. METHOD FOR INCREASING OR DECREASING BOND STRENGTH BETWEEN CONCRETE AND EMBEDDED STEEL, AND FOR SEALING THE CONCRETE-TO- STEEL INTERFACE [P] . MY109294A . 1996-12-31

  机译： 增大或减小混凝土与嵌入式钢之间粘结强度以及密封混凝土与钢之间的界面的方法

• 1. Pitting corrosion resistance and bond strength of stainless steel overlay by friction surfacing on high strength low alloy steel [J] . Amit Kumar SINGH, G.Madhusudhan REDDY, K.Srinivas RAO 兵工学报（英文版） . 2015,第003期
• 2. Seismic Behavior of Steel Reinforced Ultra High Strength Concrete Column and Reinforced Concrete Beam Connection [J] . 闫长旺, 贾金青, 张菊 天津大学学报：英文版 . 2010,第004期
• 3. Bond Strength of Corroded High Yield Steel Bars Embedded in Normal Strength Concrete [C] . T Thomas, A K Mirasa, N Rizalmann International Conference on Mechanical Engineering, Energy, and Advanced Materials . 2019
• 4. Bond strength of deformed reinforcing bars in plain high-strength concrete and high-strength steel fibre-reinforced concrete. [D] . Berube, Frederic-Simon. 2003
• 5. Modeling Local Bond Stress–Slip Relationships of Reinforcing Bars Embedded in Concrete with Different Strengths [O] . Chao-Wei Tang, Chiu-Kuei Cheng 2020
• 6. 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
• 7. Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance [R] . Chen, G., Volz, J., Brow, R., 2010

• 1. Effect of Freeze-thaw Cycles on Bond Strength between Steel Bars and Concrete [J] . JI Xiaodong ,SONG Yupu ,LIU Yuan . 武汉理工大学学报：材料科学英文版 . 2008,第4期
• 2. The Effect of Steel Corrosion on Bond Strength in Concrete Structures [J] . FANG ,Cong-qi（方从启） ,KOU . 上海交通大学学报：英文版 . 2005,第4期
• 3. Influence of diffusion bonding conditions on bonding strength of damping copper alloy to stainless steel [J] . 于治水 ,李晓泉 ,吴铭芳 . 中国焊接：英文版 . 1999,第1期
• 4. 修正系数法和局部修正量法对混凝土强度检测结果样本修正的影响 [C] . 刘群星 . 第十一届全国建筑物鉴定与加固改造学术交流会议 . 2012
• 5. 钢-混凝土混合箱梁结合段传力机理与设计方法研究 [A] . 梁博文 . 2018