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Punching stress behavior of slab-column connections by using hybrid fibered reinforced concrete under the effect of elevated temperature / Reham Hassan Mohamed Ahmed ; Supervised Ahmed M. Farahat , Ghada Diaa Abdelhameed

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Reham Hassan Mohamed Ahmed , 2016Description: 182 P. : facsimiles ; 30cmOther title:
  • تأثير درجات الحرارة العالية على مقاومة القص الثاقب للبلاطات الخرسانية المسطحة عالية المقاومة باستخدام الالياف المركبة [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In this investigation, an experimental study has been conducted to study the behavior of punching stress of slab column connections by using hybrid mixture when subjected to static concentric loads applied through column stub until failure after it exposed to elevated temperature. An experimental program consisted of twenty simply supported reinforced concrete slabs have been tested. The specimens have been divided into nine groups according to the studied variables. The test variables were the amound of main reinforcement, type of shear reinforcement, column location, temperature duration, reinforcement value, fighting procedure, slab thickness, and mixtures type
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2016.Re.P (Browse shelf(Opens below)) Not for loan 01010110070757000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2016.Re.P (Browse shelf(Opens below)) 70757.CD Not for loan 01020110070757000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

In this investigation, an experimental study has been conducted to study the behavior of punching stress of slab column connections by using hybrid mixture when subjected to static concentric loads applied through column stub until failure after it exposed to elevated temperature. An experimental program consisted of twenty simply supported reinforced concrete slabs have been tested. The specimens have been divided into nine groups according to the studied variables. The test variables were the amound of main reinforcement, type of shear reinforcement, column location, temperature duration, reinforcement value, fighting procedure, slab thickness, and mixtures type

Issued also as CD

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