Nonlinear Finite-Element Analysis of the Seismic Behavior of RC Column–Steel Beam Connections with Shear Failure Mode

2021 ◽  
Vol 147 (10) ◽  
pp. 04021160
Author(s):  
Yuchen Tao ◽  
Weijian Zhao ◽  
Jiangpeng Shu ◽  
Yuanzhang Yang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Failure Mode ◽  
Seismic Behavior ◽  
Shear Failure ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Steel Beam ◽  
Element Analysis ◽  
Rc Column

Experimental and Nonlinear Finite Element Analysis on Seismic Behavior of SRC Column and Steel Beam Planar Frame

2010 ◽  
Vol 163-167 ◽  
pp. 1495-1499
Author(s):  
Feng Ge Li ◽  
Gen Tian Zhao ◽  
Feng Yun Li
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Earthquake Engineering ◽  
Seismic Behavior ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Steel Beam ◽  
Element Analysis ◽  
Engineering Research ◽  
The Pacific

Based on experiment of two mixed frame with SRC columns and steel beam under low-reversed cyclic loading, hysteresis behavior, ductility, energy dissipation are studied. The test results show that the mixed frame with SRC columns has better seismic performance. The nonlinear finite element analysis on the seismic behavior of the frame specimen was conducted using Openness developed by the Pacific Earthquake Engineering Research (PEER) Center. The calculated results are much coincided with the tested results.

Experimental Research and Nonlinear Finite Element Analysis of CFRP-Strengthened High-Strength Concrete Structure

2011 ◽  
Vol 250-253 ◽  
pp. 2234-2237
Author(s):  
Hong Hai ◽  
Ying Hua Zhao
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
High Strength Concrete ◽  
Shear Failure ◽  
High Strength ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Experimental Result ◽  
Element Analysis ◽  
Strength Concrete

The debonding behavior at the interface between fiber-reinforced plastic (FRP) sheet and concrete is a key problem for the application of FRP plate, which has been widely applied in the civil engineering for rehabilitation and retrofitting of conventional structures. This paper presents the experimental and nonlinear finite element analysis results of the CFRP-strengthened high-strength concrete member. On the basis of the test, considering of the adhesive layer, explicit finite element is used for simulating the shear failure of CFRP-strengthened concrete, obtain the whole process of structure deformation development, describe the conformation and development of crack and the failure mode. The FE result coincides with the experimental result.

Study on Seismic Behavior of Joints Composed of Engineering Material of Concrete Filled Steel Tube

2013 ◽  
Vol 743 ◽  
pp. 132-137
Author(s):  
Xu Wei Zhang ◽  
Qi Yin Shi
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Seismic Behavior ◽  
Nonlinear Finite Element Analysis ◽  
Steel Tube ◽  
Nonlinear Finite Element ◽  
Test Results ◽  
Element Analysis ◽  
The Difference ◽  
Force Mechanism

Two different kinds of steel-encased concrete composite beam connected concrete filled low-cycle reversed loading. The test results indicate that the two joints both have higher bearing capacity, better ductility performance and seismic behavior. In order to theoretically analyze the joints force mechanism, the nonlinear finite element analysis (FEM) of the above two joints has been conducted by using the ANSYS program. According to the results of FEM, the hysteretic curves and the skeleton curves are deduced. And from the contrast between the test results and the finite element results on energy dissipation capacity and ductility, it indicates that the theoretical results and the experimental results are basically coincident. But the errors of them are occurred due to the difference of material constitutive model. The precision of the nonlinear finite element analysis of reinforced concrete is depending on the constitutive relation of concrete to a large extent.

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