A MODIFIED FORMULA TO PREDICT THE ULTIMATE LOAD CAPACITY OF REINFORCED CONCRETE CORBELS
الكلمات المفتاحية:
corbel، reinforced concrete، shear، ultimate loadالملخص
Various methods are used in designing reinforced concrete corbels. The aim of the present research is to provide a modified formula to predict the ultimate strength of reinforced concrete corbels using nonlinear regression analysis of experimental data available in the literature (245) specimen which include the variables that affect the ultimate shear strength. According to this research the proposed equation gives a good agreement with experimental data when compared with the existing equations and it is more accurate, safe and economic.
التنزيلات
Key Dates
منشور
2019-03-01
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
A MODIFIED FORMULA TO PREDICT THE ULTIMATE LOAD CAPACITY OF REINFORCED CONCRETE CORBELS. (2019). مجلة الهندسة والتنمية المستدامة, 23(2), 165-184. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/284
