scholarly journals Nonlinear FEM analysis of steel beam-to-column connections with extended end plate

2019 ◽  
Vol 586 ◽  
pp. 012026
Author(s):  
M Stașcov ◽  
V M Venghiac ◽  
S G Luca
Keyword(s):  
Fem Analysis ◽  
Steel Beam ◽  
Nonlinear Fem ◽  
End Plate ◽  
Extended End Plate

scholarly journals An Overview of Progressive Collapse Behavior of Steel Beam-to-Column Connections

2020 ◽  
Vol 10 (17) ◽  
pp. 6003 ◽  
Author(s):  
Iman Faridmehr ◽  
Mohammad Hajmohammadian Baghban
Keyword(s):  
Progressive Collapse ◽  
Full Scale ◽  
Design Parameters ◽  
Steel Beam ◽  
Test Results ◽  
End Plate ◽  
Depth Ratio ◽  
Seat Angle ◽  
Extended End Plate ◽  
Collapse Behavior

Local failure of one or more components due to abnormal loading can induce the progressive collapse of a building structure. In this study, by the aid of available full-scale test results on double-span systems subjected to the middle column loss scenario, an extensive parametric study was performed to investigate the effects of different design parameters on progressive collapse performance of beam-to-column connections, i.e., beam span-to-depth ratio, catenary mechanism, and connection robustness. The selected full-scale double-span assemblies consisted of fully rigid (welded flange-welded web, SidePlate), semi-rigid (flush end-plate, extended end-plate), and flexible connections (top and seat angle, web cleat). The test results, including load-deformation responses, development of the catenary mechanism, and connection robustness, are presented in detail. The finding of this research further enables a comprehensive comparison between different types of steel beam-to-column connections since the effects of span-to-depth ratio and beam sections were filtered out.

Semi-Rigid Analysis of Extended End Plate Connections Based on Correlation and Sensitivity

2010 ◽  
Vol 34-35 ◽  
pp. 197-201
Author(s):  
Jian Rong Pan ◽  
Zhan Wang ◽  
Cheng Su ◽  
Lei Wang
Keyword(s):  
Partial Correlation ◽  
Numerical Study ◽  
Steel Beam ◽  
Element Analysis ◽  
End Plate ◽  
The Finite Element Analysis ◽  
Extended End Plate ◽  
Plate Connections ◽  
Sensitive Parameters ◽  
The Relationship

In traditional semi-rigid analysis of extended end plate connections is assumed to be deterministic parameters, most of moment-rotation models of the joint is determined by curve-fitting and statistically regressed with the test data. Those parameters of the models have little physical meanings and the effect of correlations between parameters is neglected. This paper deals with a semi-rigid joint of extended end plate connections based on correlation and sensitivity analysis. A numerical study was carried out and the finite element analysis was validated compared with the experimental results.The relative moment-rotation model was concluded based on correlations in parameters and probabilistic sentivity analysis. The relationship between height and width of steel beam was partial correlation, the relationship between thickness of steel beam flange and thickness of steel beam web was partial correlation. Height and width of steel beam, the distance of upper bolts to axle wire of steel beam were important sensitive parameters for the extended end plate connections.

scholarly journals FE Model of Three-Dimensional Steel Beam-to-Column Bolted Extended End-Plate Joint

2018 ◽  
Vol 18 (3) ◽  
pp. 843-867 ◽  
Author(s):  
Concepción Díaz ◽  
Mariano Victoria ◽  
Osvaldo M. Querin ◽  
Pascual Martí
Keyword(s):  
Three Dimensional ◽  
Steel Beam ◽  
Fe Model ◽  
End Plate ◽  
Extended End Plate

scholarly journals Behavior of Extended End-Plate Steel Beam to Column Connections

2018 ◽  
Vol 12 (1) ◽  
pp. 250-262 ◽  
Author(s):  
Kamal Al Fakih ◽  
Siew Choo Chin ◽  
Shu Ing Doh
Keyword(s):  
Steel Beam ◽  
Nonlinear Behaviour ◽  
Element Analysis ◽  
Concentrated Load ◽  
End Plate ◽  
Experimental Works ◽  
Extended End Plate ◽  
Plate Connections ◽  
The Impact ◽  
Model Segment

Background: The main objective of this study is to simulate the behaviour of steel beam-to-column connections using the computer package of Finite Element Analysis (FEA) known as “ABAQUS”. Objective: This paper presents the investigations of extended End-Plate connections (EP). A one-model segment is examined under the impact of concentrated load and the exclusive boundary conditions were tested. The analysis of the nonlinear behaviour of the connection is a complicated science and needs to use programs to solve this problem. Experimental works are normally conducted for this type of studies which used more of money, time and effort. Therefore, with the availability of simulation applications, these problems can be addressed. Results and Conclusion: The results of the evaluation were compared with the experimental data from the available literature. In this case, nonlinearity materials were used. A sample study on EP connections was carried out using both material and geometric nonlinearities. The comparison of FEA results with corresponding experimental results confirms the correlation and convergence between them.

Analysis on the Seismic Behavior of Extended End-Plate Connections of Steel Frame Structure

2012 ◽  
Vol 193-194 ◽  
pp. 1405-1413 ◽  
Author(s):  
Zhu Ling Yan ◽  
Bao Long Cui ◽  
Ke Zhang
Keyword(s):  
Finite Element ◽  
Cyclic Loading ◽  
Seismic Performance ◽  
Seismic Behavior ◽  
Frame Structure ◽  
End Plate ◽  
Rigid Connection ◽  
Extended End Plate ◽  
Plate Connections ◽  
Steel Frame Structure

This paper conducts analysis on beam-column extended end-plate semi-rigid connection joint concerning monotonic loading and cyclic loading of finite element through ANSYS program, mainly discussed the influence of parameters such as the form of end plate stiffening rib on anti-seismic performance of joint.

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