Flexural behavior of concrete beams reinforced with high-strength steel bars after exposure to elevated temperatures

[1]  Hong-Suk Yang,et al.  Experimental research on seismic behaviors of RC columns considering buckling of HRB600 longitudinal steel bars , 2023, Engineering Structures.

[2]  Jun Zhao,et al.  Experimental and Theoretical Study on Flexural Behavior of GFRP- and CFRP-Reinforced Concrete Beams after High-Temperature Exposure , 2022, Polymers.

[3]  Taha A. El-Sayed Improving the Performance of UHPC Columns Exposed to Axial Load and Elevated Temperature , 2021, Case Studies in Construction Materials.

[4]  S. Navaratnam,et al.  Residual compressive stress–strain relationship of lightweight aggregate concrete after exposure to elevated temperatures , 2021 .

[5]  M. Esfahani,et al.  Experimental investigation of residual flexural capacity of damaged reinforced concrete beams exposed to elevated temperatures , 2021 .

[6]  Xin Liu,et al.  Seismic performance of post-fire reinforced concrete beam-column joints strengthened with steel haunch system , 2021 .

[7]  Jianwei Zhang,et al.  Seismic behavior of steel fiber-reinforced high-strength concrete mid-rise shear walls with high-strength steel rebar , 2021 .

[8]  Akanshu Sharma,et al.  Post-fire performance of RC beams with critical lap splices – Experimental investigation and numerical validation , 2021 .

[9]  P. Bhargava,et al.  Analysis of behaviour of corroded RC beams exposed to elevated temperatures , 2021 .

[10]  Haitham Al-Thairy,et al.  Experimental and numerical investigation on the behavior of hybrid concrete beams reinforced with GFRP bars after exposure to elevated temperature , 2020 .

[11]  R. D. T. Filho,et al.  High temperatures effect on mechanical and physical performance of normal and high strength recycled aggregate concrete , 2020 .

[12]  Jianwei Zhang,et al.  Seismic behavior of high-strength concrete columns reinforced with high-strength steel bars , 2020 .

[13]  Daniel Paul Thanaraj,et al.  Investigation on structural and thermal performance of reinforced concrete beams exposed to standard fire , 2020 .

[14]  N. Özyurt,et al.  Post-fire mechanical behavior and recovery of structural reinforced concrete beams , 2020 .

[15]  M. Alam,et al.  High-Strength Steel Reinforcement (ASTM A1035/A1035M Grade 690): State-of-the-Art Review , 2020 .

[16]  Xiao Ling Zhao,et al.  Fatigue behavior of concrete beams reinforced with glass- and carbon-fiber reinforced polymer (GFRP/CFRP) bars after exposure to elevated temperatures , 2019 .

[17]  S. Zhao,et al.  Experimental study and theoretical prediction of flexural behaviors of reinforced SFRELC beams , 2019, Construction and Building Materials.

[18]  R. Priyadarsini,et al.  Effect of Elevated Temperatures on the Mechanical Properties of Concrete , 2019, Procedia Structural Integrity.

[19]  G. Ma,et al.  Normal and High-Strength Lightweight Self-Compacting Concrete Incorporating Perlite, Scoria, and Polystyrene Aggregates at Elevated Temperatures , 2018, Journal of Materials in Civil Engineering.

[20]  João Paulo C. Rodrigues,et al.  Behavior of thermally restrained RC beams in case of fire , 2018, Engineering Structures.

[21]  Jiangtao Yu,et al.  Experimental study on the residual shear capacity of fire-damaged reinforced concrete frame beams and cantilevers , 2018, Fire Safety Journal.

[22]  Jun Zhao,et al.  Experimental Study on Shear Behavior of Steel Fiber Reinforced Concrete Beams with High-Strength Reinforcement , 2018, Materials.

[23]  A. Arafa,et al.  Flexural performance of concrete beams containing engineered cementitious composites , 2018, Construction and Building Materials.

[24]  Y. Ju,et al.  Strength of Reactive Powder Concrete Beam-Column Joints Reinforced with High-Strength (HRB600) Bars Under Seismic Loading , 2017, Strength of Materials.

[25]  V. Kodur,et al.  An approach for evaluating residual capacity of reinforced concrete beams exposed to fire , 2016 .

[26]  Yong Wang,et al.  Experimental and numerical investigations of fire resistance of continuous high strength steel reinforced concrete T-beams , 2015 .

[27]  Paul M. Goodrum,et al.  Case Study on the Effect of 690 mpa (100 ksi) Steel Reinforcement on Concrete Productivity in Buildings , 2013 .

[28]  V. Kodur,et al.  Effect of Temperature on Strength and Elastic Modulus of High-Strength Steel , 2013 .

[29]  Venkatesh Kodur,et al.  A simplified approach for predicting temperature in reinforced concrete members exposed to standard fire , 2013 .

[30]  Luo Yi Experimental study on residual performance of reinforced concrete beams after fire , 2013 .

[31]  Frans S.K. Bijlaard,et al.  Dependence of mechanical properties of high strength steel S690 on elevated temperatures , 2012 .

[32]  S. Pujol,et al.  Reconsidering the use of high-strength reinforcement in concrete columns , 2012 .

[33]  C. Fan Experimental research on mechanical properties of HRBF500 concrete beam after fire , 2012 .

[34]  Pietro G. Gambarova,et al.  Residual behavior of steel rebars and R/C sections after a fire , 2009 .

[35]  Wen-Chen Jau,et al.  A study of reinforced concrete corner columns after fire , 2008 .

[36]  O. Arioz Effects of elevated temperatures on properties of concrete , 2007 .

[37]  Kristian Dahl Hertz,et al.  Concrete strength for fire safety design , 2005 .

[38]  Luo Jian-ping Experimental research on mechanical properties of different type of concrete after high temperature , 2005 .

[39]  G. D. Papadimitriou,et al.  Microstructures and mechanical properties after heating of reinforcing 500 MPa class weldable steels produced by various processes (Tempcore, microalloyed with vanadium and work-hardened) , 2004 .

[40]  Jianzhuang Xiao,et al.  Study on concrete at high temperature in China--an overview , 2004 .

[41]  Salman Azhar,et al.  Strength and durability recovery of fire-damaged concrete after post-fire-curing , 2001 .

[42]  Xu Zhi,et al.  Experiment Investigation of Strength and Reformation of Concrete after High Temperature , 2000 .

[43]  Zhu Ma Experimental investigation of strength of concrete at elevated temperature , 2000 .

[44]  Sujeeva Setunge,et al.  Stress versus strain relationship of high strength concrete under high lateral confinement , 1999 .

[45]  Moetaz M. El-Hawary,et al.  Effect of fire on flexural behaviour of rc beams , 1996 .