Shear Behaviour of One-way High Strength Plain and FRC Slabs Reinforced with Basalt FRP Bars
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[1] Wael I Alnahhal,et al. Shear Performance of Basalt Fiber-Reinforced Concrete Beams Reinforced with BFRP Bars , 2022, Composite Structures.
[2] Ahmad N. Tarawneh,et al. Shear strength prediction of steel fiber-reinforced concrete beams without stirrups , 2021, Innovative Infrastructure Solutions.
[3] Wael I Alnahhal,et al. Shear behavior of basalt FRC beams reinforced with basalt FRP bars and glass FRP stirrups: Experimental and analytical investigations , 2021 .
[4] Abdelrahman Abushanab,et al. Structural performance and moment redistribution of basalt FRC continuous beams reinforced with basalt FRP bars , 2021 .
[5] Zhishen Wu,et al. Bar surface treatment effect on the bond-slip behavior and mechanism of basalt FRP bars embedded in concrete , 2021 .
[6] C. Chastre,et al. Prediction of shear behavior of steel fiber-reinforced rubberized concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars , 2021 .
[7] K. Attia,et al. Flexural Behavior of Basalt Fiber–Reinforced Concrete Slab Strips with BFRP Bars: Experimental Testing and Numerical Simulation , 2020 .
[8] Eva O.L. Lantsoght,et al. How do steel fibers improve the shear capacity of reinforced concrete beams without stirrups? , 2019, Composites Part B: Engineering.
[9] Lingzhu Zhou,et al. Serviceability of one-way high-volume fly ash-self-compacting concrete slabs reinforced with basalt FRP bars , 2019, Construction and Building Materials.
[10] J. Kollegger,et al. Influence of aggregate interlock on the shear resistance of reinforced concrete beams without stirrups , 2019, Engineering Structures.
[11] Wael Alnahhal,et al. Flexural behavior of basalt fiber-reinforced concrete slab strips reinforced with BFRP and GFRP bars , 2019, Composite Structures.
[12] J. Silfwerbrand,et al. Shear behavior of high‐performance basalt fiber concrete—Part I: Laboratory shear tests on beams with macro fibers and bars , 2018 .
[13] B. Benmokrane,et al. Mechanisms of shear resistance of one-way concrete slabs reinforced with FRP bars , 2016 .
[14] Stephen J. Foster,et al. Shear strength of steel fibre reinforced concrete beams with stirrups , 2016 .
[15] T. Lecompte,et al. Effect of steel fibers on the shear behavior of high strength concrete beams , 2016 .
[16] S. Rizkalla,et al. Use of basalt fibers for concrete structures , 2015 .
[17] M. Polak,et al. Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS , 2015 .
[18] D. Sahoo,et al. Effect of steel and synthetic fibers on shear strength of RC beams without shear stirrups , 2015 .
[19] Dipti Ranjan Sahoo,et al. Effect of Steel Fiber Content on Behavior of Concrete Beams with and without Stirrups , 2014 .
[20] Chung-Ho Kim,et al. Concrete Shear Strength of Normal and Lightweight Concrete Beams Reinforced with FRP Bars , 2014 .
[21] Amgad A. Hussein,et al. Unified Shear Design Equation for Concrete Members Reinforced with Fiber-Reinforced Polymer without Stirrups , 2013 .
[22] Dae-Won Seo,et al. Behavior of One-Way Concrete Slabs Reinforced with GFRP Bars , 2012 .
[23] Denis Mitchell,et al. Response of Steel Fiber-Reinforced Concrete Beams with and without Stirrups , 2012 .
[24] Sofiane Amziane,et al. Influence of yield stress and compressive strength on direct shear behaviour of steel fibre-reinforced concrete , 2012 .
[25] James K. Wight,et al. Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement , 2011 .
[26] Ahmed K. El-Sayed,et al. Shear Capacity of High-Strength Concrete Beams Reinforced with FRP Bars , 2006 .
[27] Ahmed K. El-Sayed,et al. Shear strength of FRP-reinforced concrete beams without transverse reinforcement , 2006 .
[28] H. Abdalla,et al. Shear capacity of concrete beams reinforced with fiber reinforced polymers , 2005 .
[29] A. Nanni. Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-03) , 2005 .
[30] Ahmed K. El-Sayed,et al. SHEAR STRENGTH OF ONE-WAY CONCRETE SLABS REINFORCED WITH FIBER-REINFORCED POLYMER COMPOSITE BARS , 2005 .
[31] A. G. Razaqpur,et al. Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete Members , 2004 .
[32] Stephen J. Foster,et al. On Behavior of High-Strength Concrete Columns: Cover Spalling, Steel Fibers, and Ductility , 2001 .
[33] Brahim Benmokrane,et al. Flexural Behavior of One-Way Concrete Slabs Reinforced by Fiber Reinforced Plastic Reinforcements , 1998 .
[34] A. H. Nilson. Design Implications of Current Research on High-Strength Concrete , 1985 .
[35] Yining Ding,et al. The composite effect of steel fibres and stirrups on the shear behaviour of beams using self-consolidating concrete , 2011 .
[36] A. G. Razaqpur,et al. Proposed Shear Design Method for FRP-Reinforced Concrete Members without Stirrups , 2006 .
[37] I. MacLeod,et al. SHEAR STRENGTH OF HAUNCHED BEAMS WITHOUT SHEAR REINFORCEMENT , 1994 .