Elastic-Plastic Non-Linear Behavior of Suddenly Loaded Plane Steel Frames by ASI Technique

A non-linear finite element method for elastic – plastic analysis of steel plane frames under sudden loading is investigated. Geometric nonlinearity is considered using the Adaptively Shifted Integration (ASI) technique for the linear Timoshenko beam element.In (ASI) technique, the numerical integra...

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Bibliographic Details
Main Authors: Eyad K. S. Al-Hachamee, Assal T. Hussein
Format: Article
Language:English
Published: Tikrit University 2006-12-01
Series:Tikrit Journal of Engineering Sciences
Subjects:
Online Access:https://tj-es.com/ojs/index.php/tjes/article/view/743