The Development Length of Tensile Reinforcement Embedded in High Volume Fly Ash-Self Compacting Concrete (Hvfa-Scc)

[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 .