Nonlinear Analysis of Continuous Composite Beam by Finite Element Method

المؤلفون

  • Muhanned A. Shalall Civil Engineering Department, College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

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الملخص

In this paper a composite beam element has been developed. The composite beam element can be used to model the nonlinear behavior of composite beams. The element is implemented in a nonlinear finite element program (written by the researcher) and its implementation is verified by the analysis of continuous beam tested by others. The good agreement between the computed results and experimental data demonstrates accuracy of the used element. It was found that the increase of steel reinforcement gives an increase in ultimate load by 14.3%, also the increase of flange width at plastic hinge region gives an increase in the ultimate load by 39.3%.

التنزيلات

Key Dates

منشور

2005-06-01

إصدار

مجلد 9 عدد 2 (2005): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

The Journal of Engineering and Sustainable Development is an open-access journal that all contents are free of charge. Articles of this journal are licensed under the terms of the Creative Commons Attribution International Public License CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/legalcode) that licensees are unrestrictly allowed to search, download, share, distribute, print, or link to the full texts of the articles, crawl them for indexing and reproduce any medium of the articles provided that they give the author(s) proper credits (citation). The journal allows the author(s) to retain the copyright of their published article.
Creative Commons-Attribution (BY)

كيفية الاقتباس

A. Shalall, M. . (2005). Nonlinear Analysis of Continuous Composite Beam by Finite Element Method. مجلة الهندسة والتنمية المستدامة, 9(2), 54-69. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1851