Effect of Steel Shearhead on Behaviour of Eccentrically Loaded Reinforced Concrete Flat Plate
الكلمات المفتاحية:
SteelShearhead، Eccentric Load، Flat Plate Slabsالملخص
The aim of this study is to investigate the punching shear of reinforced concrete slabs (with steel shearhead as shear reinforcement) under eccentric load; this simulates the effect of unbalance moment on slab column connection with shearhead. The research includes testing nine specimens with dimensions (1000 x 1000 x 80 mm) divided into three groups of specimens according to the percent of shearheads. Variables of this study are the number of stiffeners of the shearheads and the amount of eccentricity. The results show that the deformations and strength characteristic of the slab are affected.
التنزيلات
Key Dates
منشور
2013-03-01
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
Effect of Steel Shearhead on Behaviour of Eccentrically Loaded Reinforced Concrete Flat Plate. (2013). مجلة الهندسة والتنمية المستدامة, 17(1), 14-27. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1008
