Fire Resistance Numerical Simulation of Extended End-Plate Steel Connection Joints with Different Strengthening Strategies under Fire

2022 ◽  
Author(s):  
Jixiang Xu ◽  
Jianjun Wang ◽  
Jianping Han ◽  
Zhaolong Han ◽  
Jiahuang Tu ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Fire Resistance ◽  
Plate Steel ◽  
End Plate ◽  
Steel Connection ◽  
Extended End Plate

PERFORMANCE APPRAISAL OF STEEL CONNECTION IN LOW RISE BUILDINGS

2015 ◽  
Vol 75 (5) ◽  
Author(s):  
H. F. Siuw ◽  
M. Taib
Keyword(s):  
Performance Appraisal ◽  
Steel Frame ◽  
Industrial Building ◽  
Economical Method ◽  
End Plate ◽  
Optimize Design ◽  
Steel Connection ◽  
The Common ◽  
Extended End Plate ◽  
Plate Connection

Steel construction allows fast and economical method of construction which also fulfills the requirement of clients. Especially low-rise building such as industrial building is the most common in steel frame. There are few common types of connection that are commonly being used in the industry such as flush end plate connection and extended end plate connection. This research is conducted to evaluate the performance of end plate connection as the common steel connection in low-rise buildings. Software ConSteel is used to evaluate the performance of identified connections by analysis. At the end of the research, an optimize design of end plate connection maybe recommended based on the performance and serve as a basic of improvement and guidance of safety. 

A practical approach for fire resistance design of extended end-plate joints

2008 ◽  
Vol 64 (12) ◽  
pp. 1456-1462 ◽  
Author(s):  
Wei-Yong Wang ◽  
Guo-Qiang Li ◽  
Yu-li Dong
Keyword(s):  
Fire Resistance ◽  
Practical Approach ◽  
End Plate ◽  
Extended End Plate

scholarly journals An analysis of the resistance of an extended end-plate beam-to-beam connection subjected to tension in fire conditions

2019 ◽  
Vol 18 (1) ◽  
pp. 081-088
Author(s):  
Alina Słowikowska ◽  
Łukasz Polus
Keyword(s):  
Critical Temperature ◽  
Fire Resistance ◽  
Simple Calculation ◽  
Engineering Method ◽  
Steel Joint ◽  
Steel Connections ◽  
End Plate ◽  
Extended End Plate ◽  
In Fire ◽  
Fire Conditions

This paper presents an analysis of the fire resistance of a steel joint subject-ed to tension. The authors of this article used prescriptive rules and simple calculation models to present an impact of the value of the load on the fire resistance of the connection. Designers often evaluate the critical temperature and fire resistance time of steel elements. However, they neglect the evaluation of the above-mentioned values for steel connections. In this article a simple engineering method was used to calculate the fire resistance of the joint.

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.

Behaviour of Composite Beam with Trapezoid Web Profiled Steel Section in Sub-Assemblage Frame

2011 ◽  
Vol 250-253 ◽  
pp. 1271-1274
Author(s):  
Saggaff Anis ◽  
M.Md. Tahir ◽  
Arizu Sulaiman ◽  
Poi Ngian Shek ◽  
Cher Siang Tan ◽  
...  
Keyword(s):  
Composite Beam ◽  
Loading Capacity ◽  
End Plate ◽  
Corrugated Web ◽  
Extended End Plate ◽  
The Moment ◽  
Composite Connections ◽  
Steel Section

The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increased the loading capacity of composite beam.

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