Issuu

International Research Journal of Engineering and Technology (IRJET)

e-ISSN: 2395-0056

Volume: 10 Issue: 08 | Aug 2023

p-ISSN: 2395-0072

www.irjet.net

BEAM COLUMN JOINT ANALYSIS FOR VARIOUS LOADING USING FINITE ELEMENT METHOD FOR STEEL STRUCTURE Dr. Pradeep P. Tapkire1, Vinayak A. Hanchate2, Atul S. Chandanshive3 1H.O.D. Civil Dept., N.B. Navale Sinhgad College of Engineering,

Solapur, Maharashtra, India-413255

2Research Scholar at N.B. Navale Sinhgad College of Engineering,

Solapur, Maharashtra, India-413255

3Lecturer Civil Dept., Solapur Education Society’s Polytechnic Solapur,

Maharashtra, India-413002 ---------------------------------------------------------------------***---------------------------------------------------------------------

The following points are considered to carry out finite element analysis of the beam to column junction in steel structures:

Abstract - This paper presents a comprehensive finite

element analysis (FEA) study on the behaviour of beamcolumn joints in steel structures subjected to two types of load combinations. The load combinations considered include dead load, live load, wind load, and dead load, live load, earthquake load. Furthermore, three types of column configurations and two types of beam sections are analyzed to investigate their influence on the structural response Key Words: Beam column joint, FEM.

1. INTRODUCTION

The various cross section is considered for analysis by using finite element method.

Finite element analysis is considered for various column configuration.

Hassan A. Saab [1] presented work was done on creating a finite element technique and using it to conduct behavioral research on steel frames during fire circumstances. Elsayed Mashaly, Mohamed El-Heweity, Hamdy AbouElfath, Mohamed Osman [2] researcher developed an intuitive and accurate three-dimensional (3D) finite element model (FE) in order to properly predict the behaviour of beam-to-column connections in steel frames when subjected to lateral stresses. The bolted extended-end-plate connection was shown to be a crucial component of beam-column junctions. The extended-end-plate connection is chosen for its complexity in the analysis and behavior due to the number of connection components and their inheritable non-linear behavior. Two experimental tests from the literature were utilized to verify the finite element model. Researchers compared the results of the experimental model with the proposed finite element model.

When using the ideally pinned connection, the beam and column cannot transmit moments; as a consequence, the connections lack rotational stiffness and cannot transmit movements, while transmitting axial and shear forces. Full rigid joints transmit all forms of loads between beam and column because they have rotational compatibility. Their behaviour is decoupled from the structure during analysis of these joints. Although this simplifies the analysis and structural design processes. In order to study and design the joint, these joint behavior models must be included into structural analysis software.

R.A. Hawileh, A. Rahman, H. Tabatabai [3] developed a detailed three-dimensional (3D) nonlinear finite element model for the purpose of analyzing the reaction and forecasting the behavior of a precast hybrid beam-column connection subjected to cyclic stresses. Using 3D solid components and surface-to-surface contact elements between the beam and column faces, the precast junction was modeled. The model accounts for the nonlinear material

1.1 AIM & Objective This paper aims to investigate beam to column joint in steel structures using finite element modelling.

Impact Factor value: 8.226

2. Literature review

The performance of a framed structure depends on the integrity of the joints as well as each individual structural component. The joints are the most important component of the framed structure because they ensure structural continuity. The joints are strong enough to transfer the load from a structural member to the end of the member in order to prevent structural failure.

Study of beam to column joint under different loading.

Non-dimensional details will be prepared based on the results obtained by different combination of parameter.

The ideal beam-to-column couplings are pinned or completely stiff, and this assumption has long been made when designing steel portal frames.

ISO 9001:2008 Certified Journal

Page 751