UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
Call for Paper
Volume 11 | Issue 4 | April 2024

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 8 Issue 2
February-2021
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

7.95 impact factor calculated by Google scholar

Unique Identifier

Published Paper ID:
JETIR2102168


Registration ID:
306221

Page Number

1413-1421

Share This Article


Jetir RMS

Title

Comparison Between Linear and Nonlinear Analysis of Steel Frame and Nonlinear Impact on Behavior of Structures

Abstract

As technology is improving day by day, it provides the opportunity to solve the most complicated and complex functions of different majors especially engineering. One of those is a nonlinear analysis of steel structures due to the gradual increase of various types of loads. This paper 'discusses the linear and nonlinear behavior of steel structure plus its impact on stress and deformation in different stages of loading. Furthermore, how the software such as ADINA version 9.6 and ANSYS version 16.0 (Mechanical APDL) analyze and simulate the material nonlinearity (bilinear, multilinear) and geometric nonlinearity of steel structure. Material nonlinearity 'depends on the young's modulus graph (strain, stress curve), which denotes how stress and strain related to each other during the loading period. The thin cantilever steel solid beam with warehouse frame thick solid cross-section has been selected for analysis purposes in two conditions of linear elastic and bilinear Plastic zone. Entire the conditions vary by replacing the values of E (Modulus of elasticity). The first condition determines the Elastic behavior of the element by considering tangent modulus as E. Bilinear analysis has been taken in two conditions. 1- strain hardening with a tangent modulus of E/100. 2- fully plastic with a tangent modulus of E=0. As the software will not accept the E=0 for fully plastic behavior of the elements so, it has taken E=100. The result, of the displacement and amount of stress generated in structures, have been computed and compared in both states. In conclusion, the linear analysis gives a linear equation of deflection and stress with respect to load. Whereas, for bilinear (strain hardening and fully plastic) the deflections increased with less stress. In the meantime, in linear analysis, the full strength and stiffness of the member are not utilized. In contrast, in nonlinear analysis, the realistic behavior of the structure has been expressed

Key Words

Bilinear Stress-strain Curve, Finite Element Method, Linear Analysis, Load-Deflection Behavior, Nonlinear Analysis, ADINA and ANSYS software’s.

Cite This Article

"Comparison Between Linear and Nonlinear Analysis of Steel Frame and Nonlinear Impact on Behavior of Structures", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 2, page no.1413-1421, February-2021, Available :http://www.jetir.org/papers/JETIR2102168.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"Comparison Between Linear and Nonlinear Analysis of Steel Frame and Nonlinear Impact on Behavior of Structures", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 2, page no. pp1413-1421, February-2021, Available at : http://www.jetir.org/papers/JETIR2102168.pdf

Publication Details

Published Paper ID: JETIR2102168
Registration ID: 306221
Published In: Volume 8 | Issue 2 | Year February-2021
DOI (Digital Object Identifier):
Page No: 1413-1421
Country: Guntur, Andhra Pradesh , India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

0003080

Print This Page

Current Call For Paper

Jetir RMS