Finite Element Analysis of Corner Strengthening of CFRP-Confined Concrete Column

International Conference on Materials Engineering and Science

Salman Al-Taai, Alaa Ali^1 ; Hassan, Sawsan Akram^2 ; Hussein, Luma Fadhil^2

Al-Mussaib Technical Institute, Al-Furat Al-Awsat Technical University, Babylon

51009, Iraq^1

Al-Mustansiryah University, Civil Engineering Department, Baghdad, Iraq^2

关键词: Analytical data;    CFRP composites;    Concrete materials;    Confined concrete columns;    Elasticity moduli;    Non-linear finite element model;    Numerical results;    Smeared crackings;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/454/1/012088/pdf
DOI  :  10.1088/1757-899X/454/1/012088

来源: IOP

【 摘 要 】

Strengthening of the concrete structure is one of the most difficult and important tasks of civil engineering. This paper presented the application of nonlinear finite element models in the analysis of Corner Strengthening of CFRP- Confined Concrete Column by using ANSYS software. The finite element models are build using a smeared cracking approach for concrete material and three dimensional layered element for the CFRP composite. The numerical results are compared with the corresponding experimental results of columns. The results show that the stress- strain curve obtained from the analytical data using ANSYS are in good agreement with experimental data. In this paper, the parameters considered are: CFRP strip thickness and its elasticity modulus (locally added at corner column regions for strengthening) in addition to the corner column radius.