عنوان المقالة: Effect of Thickness and Steel Fiber Ratio on Punching Shear Failure of Column Footing
زينة وليد عباس | zinah waleed Abass | 11083
نوع النشر
مجلة علمية
المؤلفون بالعربي
المؤلفون بالإنجليزي
Zainab Talib Jafaar, Zinah Waleed Abass, Shaimaa Hasan Fadhil
الملخص الانجليزي
This study is conducted to investigate effect of footing thickness(100,120 140 mm) and steel fiber ratio (0,1,1.5 %) on punching shear failure of self-compacting concrete(SCC)pad footing. The specimens were supported on a bed of steel(car)springs and loaded by vertical centric force. The results showed that the first crack load and ultimate load, ductility and strength improve as the thickness increase and failed by punching shear failure. After adding steel fiber with different ratio the result showed that the first crack load , ultimate load , strength and ductility increase with increasing of steel fiber ratio and failed by flexural punching failure, Also, It is noticed that failure of all specimens without steel fibers was sudden and brittle as compared to those with steel fibers in which failure was gradually. (3) (PDF) Effect of Thickness and Steel Fiber Ratio on Punching Shear Failure of Column Footing. Available from: https://www.researchgate.net/publication/341025383_Effect_of_Thickness_and_Steel_Fiber_Ratio_on_Punching_Shear_Failure_of_Column_Footing [accessed May 26 2020].
تاريخ النشر
12/11/2019
الناشر
International Journal of Latest Engineering Research and Applications (IJLERA)
رقم المجلد
4
رقم العدد
12
ISSN/ISBN
2455-7137
الصفحات
38-43
رابط خارجي
https://www.researchgate.net/publication/341025383_Effect_of_Thickness_and_Steel_Fiber_Ratio_on_Punching_Shear_Failure_of_Column_Footing
الكلمات المفتاحية
punching shear, footings, reinforced concrete SCC, steel fiber
رجوع