SHEAR CAPACITY OF SELF COMPACTING CONCRETE DEEP BEAM UNDER CONSTRAINED AXIAL LOADS
الكلمات المفتاحية:
deep beams، shear strength، axial load، SCC with steel fibersالملخص
The main objective of this paper is to study the shear capacity of SCC reinforced concrete deep beams subjected to axial load. Seven simply supported deep beams cast by using SCC mix with steel fibers and tested. All these beams have dimensions of 1300mm length, 350mm high, and 150mm width and have been subjected to constant axial force with value (100) kN and then subjected to two-point loads. The variables of this work are (shear span/depth (a/d), vertical shear reinforcement (ρv), and horizontal shear reinforcement (ρh) to study their effects on first crack and ultimate loads, and mid-span deflection.
التنزيلات
Key Dates
منشور
2019-09-01
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
SHEAR CAPACITY OF SELF COMPACTING CONCRETE DEEP BEAM UNDER CONSTRAINED AXIAL LOADS. (2019). مجلة الهندسة والتنمية المستدامة, 23(5), 12-25. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/201
