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Performance of partially prestressed beam sections using high strength concrete / (Record no. 74332)

MARC details
000 -LEADER
fixed length control field 028970000a22003250004500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GICUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223032412.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 061012s2006 ua a 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.2006.Mo.P.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Moamen said Abdelfattah nomeir
245 10 - TITLE STATEMENT
Title Performance of partially prestressed beam sections using high strength concrete /
Statement of responsibility, etc. Moamen said Abdelfattah nomeir ; Supervised Ashraf Hassan Elzanati , Amr Ali Abdelrahman
246 15 - VARYING FORM OF TITLE
Title proper/short title تصرف قطاعات الكمرات الخرسانية عالية المقاومة ذات سبق الاجهاد الجزئي
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Moamen Said Abdelfattah nomeir ,
Date of publication, distribution, etc. 2006
300 ## - PHYSICAL DESCRIPTION
Extent 128P :
Other physical details ill ;
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 program has investigated serviceability of partially prestressed concrete beams with different cross sectionsThe main objective of the study was to examine the various flexural limit states behaviour in terms of deflection prior to and after cracking , cracking behaviour , and modes of failureThe program consisted of experimental and analytical phasesThe experimental program includes testing of five 38 - m - long partially prestressed concrete beams , four beams prestressed by two 1524mm diameter strand in addition to two 8mm diameter deformed bar and one beam prestressed by two 1524mm diameter strand onlyThe variables in the experimental program were the partial prestressing ratio , section shape and the concrete gradeThe analytical phase included a rational analysis using the strain compatibility approach to describe the behaviour of the beams in terms of strain distribution , cracking and ultimate carrying capacity of the beams as well as calculation of the deflection and the crack width of the beamsAnalytical results for predicting beams deflection has been compared to the experimental resultsCrack width calculations for partially prestressed members have been related either to a fictitious tensile stress in the concrete or to the stress in the reinforcementControl of the crack width using the fictitious tensile stress approach is achieved by limiting the fictitious tensile stress at the extreme tensile fibre of the concrete memberTwo detailed methods to calculate the crack width according to the stress in reinforcement approach has been used and compared to the observed crack width results
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term investigated serviceability
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term partially prestressed
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Amr Ali Abdelrahman ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Ashraf Hassan Elzanati ,
Relator term
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://172.23.153.220/th.pdf">http://172.23.153.220/th.pdf</a>
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Amira
Reviser Cataloger
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Mustafa
Reviser Revisor
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
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 11.02.2024 Cai01.13.05.M.Sc.2006.Mo.P. 01010110044922000 22.09.2023 Thesis
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2006.Mo.P. 01020110044922000 22.09.2023 CD - Rom