IJSTE

CALL FOR PAPERS : May-2021

Submission Last Date
25-May-21
Submit Manuscript Online

FOR AUTHORS

FOR REVIEWERS

ARCHIEVES

DOWNLOADS

Open Access



CopyScape
Creative Commons License

Techniques for Design of Bolted Joint in Finite Element Analysis


Author(s):

Khemchand M. Kapgate , K.D.K.C.E.Nagpur; V. D. Dhopte, K.D.K.C.E.Nagpur; Dr. C. C. Handa , K.D.K.C.E.Nagpur; Ritesh Kumar, Simphoenix Technologies

Keywords:

Bolt, FEM, Pre-Load, Shear Load, Bending load

Abstract:

This paper presents a bolt modeling techniques and a simulation analysis of bolted joint deformations. The bolt pretension force, friction coefficient and contact stiffness factor are considered as parameters which are influencing the joint deformation. This paper describes the simple approach, how to design bolted joints for shear and bending loaded condition in FEA. The research on Analyse Bolted joints subjected to preload, shear & bending loads in order to evaluate Failure stresses, deformations, Slipping during preload, Contact pressure & sliding behaviour. The stresses in the bolts of the bolted flange joint of the nozzle of stacked heat exchanger so that bolts/studs should not be failed during proof resistance test.


Other Details:

Manuscript Id :IJSTEV2I2061
Published in :Volume : 2, Issue : 2
Publication Date: 01/09/2015
Page(s): 125-129
Download Article

IMPACT FACTOR

4.753

NEWS & UPDATES

Submit Article

Dear Authors, You can submit your article to our journal at the following link: http://www.ijste.org/Submit

Impact Factor

The Impact Factor of our Journal is 4.753 (Year - 2016)
3.905 (Year - 2015) 2.895(Year -2014)

Click Here

Submit Payment Online

Dear Authors, Now you can submit the payment receipt to our journal online at the following link: index.php?p=Payment

1

1

GLOBAL INDEXING



















Computer Science Directory. We are listed under Computer Research Institutes category

Share on Social media

Home | Privacy Policy | Terms & Conditions | Refund Policy | Feedback | Contact Us
Copyright © 2014 ijste.org All rights reserved