Published in: 10th International Congress on Civil Engineering
COI code: ICCE10_0511
Paper Language: English
How to Download This Paper
For Downloading the Fulltext of CIVILICA papers please visit the orginal Persian Section of website.
Authors Inelastic Buckling of Plates Having Step Variation in Thickness using modified B3-Spline Finite Strip MethodM. Mashayekhizadeh - M.Sc., Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran Author’s
M Azhari - Professor, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
Abstract:In this paper, inelastic buckling of unstiffened and stiffened having step variation in thickness arbitrarily in both directions is presented. The problem is accomplished using the Ramberg-Osgood stress-strain relationship for the material and the deformation theory of elasticity for capturing the inelastic behavior is adopted. The analysis is based on the B3-spline finite strip method and in the context of the classical platetheory. Description is given by introducing the concept of multiple knots which modifies the shape functions on the steps positions making the method versatile enough in dealing with any longitudinal change in thickness of the strip element. The problem can be overcome by inserting the multiple knots at the location of the changes. A number of examples are presented to show the accuracy and efficiency of the method.
Keywords:Inelastic buckling, B3-spline finite strip method, stepped plate, multiple knots
COI code: ICCE10_0511
how to cite to this paper:If you want to refer to this article in your research, you can easily use the following in the resources and references section:
Mashayekhizadeh, M. & M Azhari, 2015, Inelastic Buckling of Plates Having Step Variation in Thickness using modified B3-Spline Finite Strip Method, 10th International Congress on Civil Engineering, تبريز, دانشگاه تبريز دانشكده مهندسي عمران, https://www.civilica.com/Paper-ICCE10-ICCE10_0511.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Mashayekhizadeh, M. & M Azhari, 2015)
Second and more: (Mashayekhizadeh & Azhari, 2015)
For a complete overview of how to citation please review the following CIVILICA Guide (Citation)
The University/Research Center Information:
Type: state university
Paper No.: 13220
in University Ranking and Scientometrics the Iranian universities and research centers are evaluated based on scientific papers.
Research Info Management
Export Citation info of this paper to research management softwares
New Related Papers
- Effect of Replacing Concrete with Elastomeric Pad on Seismic Behavior of Circular RC Bridge Pier
- Investigations and Analysis of Cross-Passage between Subway Twin Tunnels: Case Study Shiraz Subway Twin Tunnels
- The effects of the interior plants on the health and quality of the environment
- Check out some semantic concepts and conceptual elements of the interface between architecture and music
- An Investigation on the Correlation of Inter-story Drift and Performance Objectives in Conventional RC Frames
The Above articles are recently indexed in the related subjects
Iran Scientific Advertisment Netword
Share this paper
WHAT IS COI?
COI is a national code dedicated to all Iranian Conference and Journal Papers. the COI of each paper can be verified online.