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Flexural behaviour of continuous reinforced concrete beams strengthened with externally bonded fiber reinforced polymers / (Record no. 76411)

MARC details
000 -LEADER
fixed length control field 02260cam a2200301 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 200120s2019 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 Ph.D
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.Ph.D.2019.Ma.F
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Maysoun Magdy Mohammed Ismaiel
245 10 - TITLE STATEMENT
Title Flexural behaviour of continuous reinforced concrete beams strengthened with externally bonded fiber reinforced polymers /
Statement of responsibility, etc. Maysoun Magdy Mohammed Ismaiel ; Supervised Mohammed Rabei Mahmoud
246 15 - VARYING FORM OF TITLE
Title proper/short title سلوك الإنحناء للكمرات الخرسانية المسلحة المستمرة المدعمة خارجيا{u٠٢ؤؤ} ببوليمرات الألياف المقواه
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Maysoun Magdy Mohammed Ismaiel ,
Date of publication, distribution, etc. 2019
300 ## - PHYSICAL DESCRIPTION
Extent 161 P. :
Other physical details charts , facsimiles ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. The survey of the literature showed the need for research on the behavior of strengthened continues reinforced concrete beams with different strengthening techniques. To meet this need, this study was utilized to predict the behavior of the strengthened continuous RC beams under monotonic increasing load. This research aims to investigate the effect of strengthening schemes on the flexural strength of a continuous RC beams under a range of parameters. Seven beams were constructed experimentally and finite element models were developed to verify the experimental results by using (ANSYS). Also, a parametric study was investigated by using 540 specimens to discuss the relationship between the CFRP sheets strain and different parameters, a relation was constructed to facilitate the process of failure load value prediction, as well as the CFRP sheets type of failure, and to investigate the effect of each parameter on the flexural behavior of the strengthened reinforced continuous beams
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Beams
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Carbon Reinforced Polymers (CFRP)
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Continuous R.C.
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mohammed Rabei Mahmoud ,
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.Ph.D.2019.Ma.F 01010110080661000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.Ph.D.2019.Ma.F 01020110080661000 22.09.2023 CD - Rom 80661.CD