The Nonlinear Finite Element Analysis on Buried Steel Reinforced Concrete Wall and Steel Beam Connections

2010 ◽  
Author(s):  
Ming-sen Lin ◽  
Shao-bin Dai
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Steel Beam ◽  
Concrete Wall ◽  
Element Analysis ◽  
Steel Reinforced Concrete ◽  
Reinforced Concrete Wall

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.

Nonlinear Finite Element Analysis on Steel Reinforced Concrete L-Shaped Short-Shear Wall

2011 ◽  
Vol 94-96 ◽  
pp. 571-574
Author(s):  
Hong Yuan Tang ◽  
Wei Lin
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Development Process ◽  
Shear Walls ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Element Analysis ◽  
Finite Element Program ◽  
Steel Reinforced Concrete

This paper uses ANSYS finite element program to do the nonlinear finite element analysis on steel reinforced concrete L-shaped short-shear walls. Through applying the vertical and horizontal load on the model, three typical stages of the whole working period are studied. And the cracking load and deformation regularity in various stages are obtained. The development process of cracks until the specimen damaged is revealed. At last, the development process of crack distribution at different stages is studied.

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