Flexural behavior of reinforced concrete beams with different shape and length of lap splice / Bahaa Ibrahim Hamed Elghandour ; Supervised Mostafa Elkafrawy , Said Taher
Material type:
- سلوك الانحناء للكمرات الخرسانية المسلحة باستخدام اشكال و اطوال مختلفة لوصلات التراكب [Added title page title]
- Issued also as CD
Item type | Current library | Home library | Call number | Copy number | Status | Barcode | |
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ba.F (Browse shelf(Opens below)) | Not for loan | 01010110068246000 | ||
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ba.F (Browse shelf(Opens below)) | 68246.CD | Not for loan | 01020110068246000 |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
In this research, an experimental program has been performed to investigate the flexural behaviour of reinforced concrete beams with different lap splice shapes and lengths. Ten simply supported reinforced concrete beams were tested. The load deflection curves, the crack patterns and the ultimate load of three beams with different lap splice lengths were studied. To study the effect of the use of V- shaped lap splices, six beams were tested. The research involves comparison between the test results and the code provisions
Issued also as CD
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