Non- Linear FE Modeling of Two-Way Reinforced Concrete Slab of NSC, HSC and LWC under Concentrated Load

المؤلفون

  • Shatha S. Kareem Civil Engineering Dept, College of Engineering, Al Mustansiriyah University, Baghdad, Iraq مؤلف
  • Shaimaa T. Sakin Highway and Transportation Engineering Dept. College of Engineering, Al Mustansiriya University, Baghdad, Iraq مؤلف
  • Mohammad Z. Yousif Highway and Transportation Engineering Dept., College of Engineering, Al-Mustansiriyah University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

Reinforced concrete slab، nonlinear finite element modeling، flexural، punching، NSC، HSC and LWC modeling، ANSYS

الملخص

This paper presents the numerical study to simulate the behavior six specimens of two-way RC slab of normal strength concrete (NSC), high strength concrete (HSC) and light weight concrete (LWC) with two steel ratio of 0.005 and 0.002 under concentrated load. The finite element (FE) model is developed and the simulation environment is conducted using the commercial finite element program, ANSYS (9). The concrete material is modeled using solid elements that account for concrete cracks and other material nonlinearities. Link elements are used to model the internal steel reinforcement. The results of FE show good agreement with the experimental results.

التنزيلات

Key Dates

منشور

2013-06-01

إصدار

مجلد 17 عدد 2 (2013): 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

S. Kareem, . S. ., T. Sakin, S., & Z. Yousif, M. (2013). Non- Linear FE Modeling of Two-Way Reinforced Concrete Slab of NSC, HSC and LWC under Concentrated Load. مجلة الهندسة والتنمية المستدامة, 17(2), 243-253. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1134

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