Three-Dimensional Nonlinear Finite-Element Analysis of Prestressed Concrete Beams Strengthened in Shear with FRP Composites

2011 ◽  
Vol 15 (6) ◽  
pp. 896-907 ◽  
Author(s):  
Young-Min You ◽  
Ashraf Ayoub ◽  
Abdeldjelil Belarbi
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Prestressed Concrete ◽  
Concrete Beams ◽  
Three Dimensional ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Element Analysis ◽  
Frp Composites

Nonlinear Finite Element Analysis for the Flexural Behavior of Concrete Beams Reinforced with CFRP-PCPs Composite Rebars

2013 ◽  
Vol 368-370 ◽  
pp. 953-956
Author(s):  
Jiong Feng Liang ◽  
Ze Ping Yang ◽  
Ping Hua Yi ◽  
Zhi Ming Qiu
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Concrete Beams ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Flexural Behavior ◽  
Analytic Model ◽  
Structural Form ◽  
Element Analysis ◽  
Steel Rebar

The nonlinear finite element analysis for the flexural behavior of the concrete beams reinforced with CFRP-PCPs Composite Rebars,which was a new structural form, has been studied in ANSYS. The effects of material nonlinearities of concrete £¬steel rebar £¬CFRP rebar were considered in the analytic model. Load-displacement curves were received through calculation in this paper. Compared the present result with the experimental results has proved that the model provided is correct and convenient for the analysis of the beams.

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