Modified Softened Strut and Tie Model for Concrete Deep Beams
الكلمات المفتاحية:
modified softened strut-and-tie model (MSST، Concrete Deep Beams، Mohr Coulomb's failure criterionالملخص
A modified softened strut-and-tie model (MSST) for determining the shear strength of reinforced concrete deep beams is proposed in this paper. It is a simplified analytical model and several improvements have been made. The method is based on Mohr Coulomb's failure criterion. The concrete softening effect and the stress distribution factor, k, based on force and moment equilibrium are satisfied. To validate the proposed method, the obtained results are compared with those available in the literature. The results indicate that the proposed method MSST is capable to predict the shear strength of a variety of deep beams with acceptable accuracy.
التنزيلات
Key Dates
منشور
2012-03-01
إصدار
القسم
Articles
الرخصة
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
Modified Softened Strut and Tie Model for Concrete Deep Beams. (2012). مجلة الهندسة والتنمية المستدامة, 16(1), 348-361. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1184
