Effect of CFRP Schemes on the Flexural Behavior of RC Beams Modeled by Using a Nonlinear Finite-element Analysis

2015 ◽  
Vol 51 (4) ◽  
pp. 437-446 ◽  
Author(s):  
R. Z. Al-Rousan
2013 ◽  
Vol 368-370 ◽  
pp. 953-956
Author(s):  
Jiong Feng Liang ◽  
Ze Ping Yang ◽  
Ping Hua Yi ◽  
Zhi Ming Qiu

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.


2009 ◽  
Vol 96 (6) ◽  
pp. 99-106 ◽  
Author(s):  
Meri Cvetkovska ◽  
Strahinja Trpevski ◽  
Nenad Ivanisevic

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