Geometrically nonlinear and dynamic analysis of Euler-Bernoulli beams using isogeometric approach
Keywords:
Isogeometric analysis; Euler-Bernoulli beam; rotation-free; geometric nonlinear; dynamicAbstract
This paper presents a numerical procedure for geometrically nonlinear and dynamic analysis of Euler-Bernoulli beams based on the framework of isogeometric approach. The method utilizes B-spline as the basis functions for both geometric representation and analysis. Only one deflection variable (without rotational degrees of freedom) is used for each control point. It allows us to use few degrees of freedom while retaining high accuracy of solution. Two numerical examples are provided to illustrate the effectiveness of present method.Downloads
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Received:
04-06-2020
Accepted:
04-06-2020
Published:
31-08-2013
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Abstract: 289 PDF: 210How to Cite
Loc, T. V., Chien, T. H., & Hung, N. X. (2013). Geometrically nonlinear and dynamic analysis of Euler-Bernoulli beams using isogeometric approach. HO CHI MINH CITY OPEN UNIVERSITY JOURNAL OF SCIENCE - ENGINEERING AND TECHNOLOGY, 3(1), 3–10. Retrieved from https://journalofscience.ou.edu.vn/index.php/tech-en/article/view/392
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Copyright (c) 2013 Tran Vinh Loc; Thai Hoang Chien; Nguyen Xuan Hung

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.