Effect of steel and synthetic fibers on flexural behavior of high-strength concrete beams reinforced with FRP bars

2012 ◽  
Vol 43 (3) ◽  
pp. 1077-1086 ◽  
Author(s):  
Jun-Mo Yang ◽  
Kyung-Hwan Min ◽  
Hyun-Oh Shin ◽  
Young-Soo Yoon
Keyword(s):  
High Strength Concrete ◽  
Concrete Beams ◽  
High Strength ◽  
Flexural Behavior ◽  
Synthetic Fibers ◽  
Strength Concrete ◽  
Frp Bars

Flexural behavior of partially fiber-reinforced high-strength concrete beams reinforced with FRP bars

2018 ◽  
Vol 161 ◽  
pp. 587-597 ◽  
Author(s):  
Haitang Zhu ◽  
Shengzhao Cheng ◽  
Danying Gao ◽  
Sheikh M. Neaz ◽  
Chuanchuan Li
Keyword(s):  
High Strength Concrete ◽  
Concrete Beams ◽  
High Strength ◽  
Flexural Behavior ◽  
Fiber Reinforced ◽  
Strength Concrete ◽  
Frp Bars

scholarly journals Numerical analysis of inelastic reinforced high-strength concrete beams with low reinforcement ratio

2009 ◽  
Vol 4 (1) ◽  
pp. 005-030
Author(s):  
Piotr Smarzewski
Keyword(s):  
High Strength Concrete ◽  
Concrete Beams ◽  
Constitutive Models ◽  
High Strength ◽  
Structural Materials ◽  
Reinforcement Ratio ◽  
Reinforced Concrete Beams ◽  
Flexural Behavior ◽  
Element Analysis ◽  
Strength Concrete

Numerical modelling of flexural behavior of the reinforced highstrength concrete beams with low reinforcement ratio is discussed in this paper. Modelling mechanism of failure reinforced concrete beams under static load, static deformation processes of the reinforced high-strength concrete beams with regard to the physical nonlinearities of the structural materials (i.e. concrete and reinforcement steel) were developed using finite element analysis. The comparison of the numerical and experimental results as well as theoretical solutions, were presented. The compared results indicate correctness of the constitutive models of the structural materials: concrete and reinforcing steel and effectiveness of the solution method.

scholarly journals A Comparative Experimental Study on the Flexural Behavior of High-Strength  Fiber-Reinforced Concrete and High-Strength Concrete Beams

2018 ◽  
Vol 2018 ◽  
pp. 1-13 ◽  
Author(s):  
In-Hwan Yang ◽  
Changbin Joh ◽  
Kyoung-Chul Kim
Keyword(s):  
Reinforced Concrete ◽  
High Strength Concrete ◽  
Concrete Beams ◽  
High Strength ◽  
Fiber Reinforced Concrete ◽  
Flexural Behavior ◽  
Flexural Toughness ◽  
Strength Concrete ◽  
Ductility Index ◽  
High Strength Fiber

The flexural responses of high-strength fiber-reinforced concrete (HSFRC) beams and high-strength concrete (HSC) beams are compared in this study. A series of HSFRC and HSC beams were tested under pure flexural loading. The effects of the type of concrete, compressive strength of the concrete, and tensile rebar ratio on the flexural behavior of the concrete beams were investigated. The flexural behavior of the HSFRC and HSC beams including the induced crack and failure patterns, load and deflection capacity, crack stiffness, ductility index, and flexural toughness was compared. The crack stiffness of the HSC and HSFRC beams increased with the rebar ratio. For the same rebar ratios, the crack stiffness of the HSFRC beams was much greater than that of the HSC beams. The ductility index of the HSC beams decreased sharply with an increase in the rebar ratio, but the ductility index of the HSFRC beams did not show a clear decrease with increasing rebar ratio. The flexural toughness of the HSFRC beams was greater than that of the HSC beams at higher rebar ratios of 1.47% and 1.97%, indicating that the energy absorption of the HSFRC beams was greater than that of the HSC beams. Test results also indicated that HSFRC developed better and more consistent ductility with higher rebar ratio. In addition, the tested bending strength and sectional analysis results were compared.

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