The Development Length of Tensile Reinforcement Embedded in High Volume Fly Ash-Self Compacting Concrete (Hvfa-Scc)
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[1] Hyerin Lee,et al. Local Behavior of Lap-Spliced Deformed Rebars in Reinforced Concrete Beams , 2021, Materials.
[2] Yu Zheng,et al. Experimental and theoretical study of bond behaviour between FRP bar and high-volume fly ash-self-compacting concrete , 2021, Materials and Structures.
[3] Gangbing Song,et al. Investigation of the Structural Behaviors of One-way HVFA-SCC Slabs Reinforced by GFRP Bars , 2020, Current Chinese Science.
[4] G. Song,et al. Identification of bond behavior between FRP/steel bars and self-compacting concrete using piezoceramic transducers based on wavelet energy analysis , 2020, Archives of Civil and Mechanical Engineering.
[5] 318-19 Building Code Requirements for Structural Concrete and Commentary , 2019 .
[6] Ernst Worrell,et al. The scope for better industry representation in long-term energy models: Modeling the cement industry , 2019, Applied Energy.
[7] How-Ji Chen,et al. Bond Behavior of Tension Bar at Lap Splice of SCC Beam , 2018, Key Engineering Materials.
[8] J. Roberts,et al. Can Portland cement be replaced by low-carbon alternative materials? A study on the thermal properties and carbon emissions of innovative cements , 2018, Journal of Cleaner Production.
[9] Bhupinder Singh,et al. Splice strength of steel reinforcement embedded in recycled aggregate concrete , 2018 .
[10] R. Mabrouk,et al. Behavior of RC beams with tension lap splices confined with transverse reinforcement using different types of concrete under pure bending , 2017, Alexandria Engineering Journal.
[11] Jeffery Volz,et al. Effect of fly ash replacement level on the bond strength of reinforcing steel in concrete beams , 2015 .
[12] J. Jawahar,et al. Micro and macrolevel properties of fly ash blended self compacting concrete , 2013 .
[13] Mahdi Arezoumandi,et al. A comparative study of the bond strength of reinforcing steel in high-volume fly ash concrete and conventional concrete , 2013 .
[14] Jeffery Volz,et al. An Experimental Study on Bond Strength of Reinforcing Steel in Self-Consolidating Concrete , 2012 .
[15] Martin Schneider,et al. Sustainable cement production—present and future , 2011 .
[16] M. Harajli,et al. Bond Performance of GFRP Bars in Tension: Experimental Evaluation and Assessment of ACI 440 Guidelines , 2010 .
[17] S. Kothandaraman,et al. A study on the bond strength of tension lap splices in self compacting concrete , 2010 .
[18] Z. C. Ulucan,et al. Effect of the use of different types and dosages of mineral additions on the bond strength of lap-spliced bars in self-compacting concrete , 2010 .
[19] Z. C. Ulucan,et al. Investigation of bond between lap-spliced steel bar and self-compacting concrete: The role of silica fume , 2010 .
[20] Jie Li,et al. EXPERIMENTAL STUDY ON BOND BEHAVIOR BETWEEN FRP AND CONCRETE , 2004 .
[21] Mohamed H. Harajli,et al. Comparison of Bond Strength of Steel Bars in Normal- and High-Strength Concrete , 2004 .
[22] Kazim Turk,et al. Bond strength of reinforcement in splices in beams , 2003 .
[23] Ghaida’ K. Jumaa,et al. Effect of Fiber Reinforcement on Bond Strength of Tension Lap Splices in High-Strength Concrete , 2001 .
[24] J. Zuo,et al. Splice Strength of Conventional and High Relative Rib Area Bars in Normal and High-Strength Concrete , 2000 .
[25] Hajime Okamura,et al. Self-Compacting Concrete , 2000 .
[26] B. V. Rangan,et al. Bond between Normal Strength and High-Strength Concrete (HSC) and Reinforcing Bars in Splices in Beams , 1998 .
[27] David Darwin,et al. DEVELOPMENT LENGTH CRITERIA FOR CONVENTIONAL AND HIGH RELATIVE RIB AREA REINFORCING BARS , 1996 .
[28] Rilem. RILEM Technical Recommendations for the testing and use of construction materials , 1994 .
[29] John E. Breen,et al. THE STRENGTH OF ANCHOR BARS: A REEVALUATION OF TEST DATA ON DEVELOPMENT LENGTH AND SPLICES , 1977 .
[30] S. Kristiawan. UNIAXIAL COMPRESSIVE STRESS-STRAIN BEHAVIOR OF SELF-COMPACTING CONCRETE WITH HIGH-VOLUME FLY ASH , 2018 .
[31] K. Türk. Bond Strength of Tension Lap-Splices in Full Scale Self-Compacting Concrete Beams , 2008 .
[32] M. R. Kianoush,et al. DEVELOPMENT/SPLICE LENGTH OF REINFORCING BARS , 2005 .