scholarly journals Nonlinear Finite Element Analysis for shear strength and behavior of Reinforced Concrete T-Beam with Openings in Both Web and Flange by ANSYS 14.5

2019 ◽  
Vol 6 (4) ◽  
pp. 28-42
Author(s):  
Zana Aziz ◽  
◽  
Serwan AlZahawi ◽  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Shear Strength ◽  
Reinforced Concrete ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Element Analysis ◽  
And Behavior ◽  
T Beam

Nonlinear Finite Element Analysis on the Abnormal Exterior Joint of Steel Reinforced Concrete

2013 ◽  
Vol 351-352 ◽  
pp. 869-874
Author(s):  
Ke Jia Yang ◽  
Jia Ning Zhu ◽  
Xiao Wen Li
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Loading Capacity ◽  
Reinforced Concrete Column ◽  
Element Analysis ◽  
Skeleton Curve ◽  
Steel Reinforced Concrete

Nonlinear finite element analysis of abnormal exterior joints consist of Steel Reinforced Concrete column and Reinforced Concrete beam was performed using ABAQUS computation program, the joints failure mode and the skeleton curve were calculated. Comparison with experimental results to prove the reliability of finite element analysis. Then, the paper analyzed different parameters which affect the joints loading capacity, the results indicate that to a certain extent, the eccentricity of the upper and lower column sections and steel ratio both have important effects on the stiffness and ultimate loading capacity of the joints; with the increment of the ratio of axial compression, the joints ductility will be reduced.

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