header

Shear behavior of shallow wide beams strengthened with externally bonded CFRP strips / (Record no. 62677)

MARC details
000 -LEADER
fixed length control field 03152cam a2200325 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 171002s2016 ua dh f m 000 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency EG-GiCUC
Language of cataloging eng
Transcribing agency EG-GiCUC
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title eng
049 ## - LOCAL HOLDINGS (OCLC)
Holding library Deposite
097 ## - Thesis Degree
Thesis Level M.Sc
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.M.Sc.2016.Ah.S
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Aboulela Mostafa Mohamed
245 10 - TITLE STATEMENT
Title Shear behavior of shallow wide beams strengthened with externally bonded CFRP strips /
Statement of responsibility, etc. Ahmed Aboulela Mostafa Mohamed ; Supervised Nayer A. Elesnawy , Hatem Mostafa Mohamed , Hatem Hamdy Geith
246 15 - VARYING FORM OF TITLE
Title proper/short title سلوك الكمرات العريضة الضحلة المدعمة خارجياً باستخدام شرائح من البوليمرات المسلحة بألياف الكربون في القص
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Aboul-Ela Mostafa Mohamed ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 93 P. :
Other physical details charts , facsimiles ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Shallow wide beams are frequently used as transfer elements where the total structural depth must be kept to a minimum. ECP 203-2007 has considered that beams to be shallow and wide if the depth is less than the largest of three values: 250 mm, 2.5 times the thickness of the flange, or half the width of the web. In this case, the nominal shear stress in shallow wide beams is less than the concrete shear strength, and ECP 203-2007 considers that the shear strength provided by concrete for shallow wide beams to be equal to 67% of the concrete shear strength for ordinary beams. This experimental program consists of twelve specimens. All specimens are 500 mm width, 170 mm thickness, and have a clear span between supports equal to 1300 mm. All beams have the same flexural reinforcement. The beams are divided into three groups. The first group contains two beams without vertical stirrups, and one of them is strengthened in shear with externally bonded CFRP strips. The second group contains six beams with the same volumetric ratios of vertical stirrups where five of them are strengthened with different ratios of CFRP strips. The third group contains four beams with the same volumetric ratio of vertical stirrups, which is higher than the beams in group two, where three of them are strengthened with different ratios of CFRP strips. The studied parameters are as follows: stirrups volumetric ratio, CFRP strips volumetric ratio, strip-width to strip-spacing for the same CFRP strips volumetric ratio, and the removing of strip with small anchorage length. This research aims to study simultaneously, the effect of vertical stirrups on the shear behavior of shallow wide beams, as well as shear behavior of shallow wide beams strengthened in shear with externally bonded CFRP strips
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term CFRP
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Shallow wide beam
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Shear strength
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Hatem Hamdy Geith ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Hatem Mostafa Mohamed ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Nayer A. Elesnawy ,
Relator term
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Shimaa
Reviser Cataloger
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Thesis
Holdings
Source of classification or shelving scheme Not for loan Home library Current library Date acquired Full call number Barcode Date last seen Koha item type Copy number
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 11.02.2024 Cai01.13.05.M.Sc.2016.Ah.S 01010110072938000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2016.Ah.S 01020110072938000 22.09.2023 CD - Rom 72938.CD