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shear transfer in composite concrete-concrete T-section / Abdallh Mostafa Soliman Hasan ; Supervised Mohamed Rabie , Wael Salah Eldin

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Abdallh Mostafa Soliman Hasan , 2016Description: 113 P. : charts , facsimiles ; 30cmOther title:
  • Tانتقال قوي القص في القطاعات الخرسانيه علي شكل حرف [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The problem of shear transfer between different types of concrete surface cast at different ages has been discussed in many researches. Different types of surface treatments and shear connectors were studied experimentally to test their efficiency in what is called the (composite action) which could be formed between a precast beams and cast in place slabs. In this research eleven composite concrete-concrete T-section with dimensions (beams 120*400*2000 mms) and (slabs 500*100*2000mms) were tested under static concentrated load in the middle of the span, one of them was reference monolithic T-section and the others were with different types of surface treatment like epoxy paint and roughening using shear connectors with different lengths also, the effect of increasing concrete strength was studied to obtain the best way to transfer the shear between concrete layers
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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.M.Sc.2016.Ab.S (Browse shelf(Opens below)) Not for loan 01010110069018000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Ab.S (Browse shelf(Opens below)) 69018.CD Not for loan 01020110069018000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The problem of shear transfer between different types of concrete surface cast at different ages has been discussed in many researches. Different types of surface treatments and shear connectors were studied experimentally to test their efficiency in what is called the (composite action) which could be formed between a precast beams and cast in place slabs. In this research eleven composite concrete-concrete T-section with dimensions (beams 120*400*2000 mms) and (slabs 500*100*2000mms) were tested under static concentrated load in the middle of the span, one of them was reference monolithic T-section and the others were with different types of surface treatment like epoxy paint and roughening using shear connectors with different lengths also, the effect of increasing concrete strength was studied to obtain the best way to transfer the shear between concrete layers

Issued also as CD

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