MARC details
000 -LEADER |
fixed length control field |
02747cam a2200313 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
180528s2017 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.2017.Ab.F |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Abdelrahman Medhat Kamal Abdallah |
245 10 - TITLE STATEMENT |
Title |
Flexural behaviour of reinforced concrete inverted beams strengthened using fibre reinforced polymers and steel plates / |
Statement of responsibility, etc. |
Abdelrahman Medhat Kamal Abdallah ; Supervised Hatem Mostafa M. , Ezzeldin Kamel M. |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
سلوك الكمرات الخرسانية المقلوبة في الإنحناء بعد التدعيم بإستخدام الألياف الصناعية وألواح الحديد |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Abdelrahman Medhat Kamal Abdallah , |
Date of publication, distribution, etc. |
2017 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
102 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. |
The flexural behavior of reinforced concrete inverted beams strengthened in flexure was studied in the following thesis. A total of thirteen beams were experimentally tested in flexure. Twelve beams were strengthened in flexure using externally bonded CFRP sheets and steel plates. In addition near surface mounted CFRP strips were also used in strengthening of the inverted beams. During the tests certain variables were put into consideration. The effectiveness of using different strengthening material such as FRP and steel was investigated. Also, the significance of strengthening an inverted beam at the edges of the web and flange rather than at the centre of the web was analyzed. In addition, the effect of using different bonding lengths covering the whole clear span and half the span was tested. Moreover, the effectiveness of steel bolts and U-anchorage system on the behavior of the strengthening material was also observed and studied. During the tests the ultimate loads and failure modes of the strengthened beams were recorded and observed. Also, the strains in the main reinforcement and the strengthening material were recorded. In addition the load deflection curve was plotted and the ductility and rigidity of the beams were calculated and induced from the curve. Finally a list of conclusions and observations were identified and recorded at the end of following thesis |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Externally bonded steel plates |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Fibre reinforced polymers |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Inverted beams |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Ezzeldin Kamel Mohamed , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Hatem Mostafa Mohamed , |
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 |