Behavior of tension lap splices confined by transverse reinforcement on different types of reinforced concrete beams / Ahmed Mounir Fathalla Abdelhafez ; Supervised Akram Mohamed Abdelhalim Torkey , Rasha Tharwat Senousi Mabrouk

By:

Ahmed Mounir Fathalla Abdelhafez

Contributor(s):

Material type: Text

TextLanguage: English Publication details: Cairo : Ahmed Mounir Fathalla Abdelhafez , 2017Description: 117 P. : charts , facsimiles ; 30cmOther title:

{uFEB3}{uFEE0}وك و{uئإآآ}{uئإئأ}ت ا{uئإؤئ}{uئإ٩٧}را{uئإؤآ}ب ا{uئإؤئ}{uئإإ٣}{uئإأأ}ر{uئإآئ}{uئآءآ} {uئإؤئ}{uئإإ٠}{uئإآ٧}د {uئإ٩٧}{uئإء٣}ت {uئإ٩٧}{uئإ٨إ}{uئإ٩آ}{uئآئإ}ر ا{uئإئآ}{uئإء٣}{uئإ٨إ}ط{uئآءآ} {uئإ٩١}{uئإؤآ}{uئإ٨إ}{uئإإ٧}{uئإ٨إ}ت {uئإؤ٣}{uئإئ٢} ا{uئإؤئ}{uئإؤآ}{uئإإ٣}رات {uئإ٩١}{uئإ٨إ}{uئإإ٧}واع {uئإإ٣}{uئإ٩٧}{uئإأأ}دده {uئإإ٣}ن ا{uئإؤئ}{uئإء٧}ر{uئإآ٣}{uئإ٨إ}{uئإإ٧}{uئآءآ} ا{uئإؤئ}{uئإإ٣}{uئإآ٣}{uئإإ٠}{uئإء٣}{uئآءآ} [Added title page title]

Subject(s):

Available additional physical forms:

Issued also as CD

Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The primary objective of this research is to evaluate the effect of using transiverse reinforcement within the spfice region on the bond strength of tension lap splices anchored in different types of reinforced concrete beams. All beams are of 1800 mm clear span and 150x250 mm cross-section. The main studied variables are: number, dameter, distribution and shape of transverse reinforcement provided for the different concrete type. During testing, ultiman capacity, deflection, crack pattern, mode of failure and strain distribution on the main steel and stirrups were recorded. The data obtained showed that transverse reinforcement has an important effect on the improvement of the bond strength within the tension lap splice. Using selfcompacting concrete gave the best results

Tags from this library: No tags from this library for this title. Log in to add tags.

Average rating: 0.0 (0 votes)

Holdings
Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2017.Ah.B (Browse shelf(Opens below))		Not for loan		01010110072932000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2017.Ah.B (Browse shelf(Opens below))	72932.CD	Not for loan		01020110072932000

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

The primary objective of this research is to evaluate the effect of using transiverse reinforcement within the spfice region on the bond strength of tension lap splices anchored in different types of reinforced concrete beams. All beams are of 1800 mm clear span and 150x250 mm cross-section. The main studied variables are: number, dameter, distribution and shape of transverse reinforcement provided for the different concrete type. During testing, ultiman capacity, deflection, crack pattern, mode of failure and strain distribution on the main steel and stirrups were recorded. The data obtained showed that transverse reinforcement has an important effect on the improvement of the bond strength within the tension lap splice. Using selfcompacting concrete gave the best results

Issued also as CD

There are no comments on this title.

to post a comment.