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Theoretical study of openings{u2019} effect on the behavior of beams with variable concrete strength / (Record no. 63779)

MARC details
000 -LEADER
fixed length control field 02170cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031850.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 171202s2017 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.Ah.T
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Elghool Hassan Osman
245 10 - TITLE STATEMENT
Title Theoretical study of openings{u2019} effect on the behavior of beams with variable concrete strength /
Statement of responsibility, etc. Ahmed Elghool Hassan ; Supervised Akram Torkey , Nasser Elshafey
246 15 - VARYING FORM OF TITLE
Title proper/short title دراسة نظرية لتأثير الفتحات على سلوك الكمرات الخرسانية ذات مقاومة ضغط متغيرة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Elghool Hassan Osman ,
Date of publication, distribution, etc. 2017
300 ## - PHYSICAL DESCRIPTION
Extent 172 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. This thesis investigates the behavior of simply-supported high and normal strength reinforced concrete beams with rectangular cross sections having one rectangular opening at the mid-height of beam using a non-linear finite element model program (ANSYS Ver.14.5). The main parameters were: Opening length (l₀), opening depth (h₀), position of the opening along the beam axis (S), ultimate cylinder compressive strength (fc'), Main reinforcement ratio (æ), the Type of load, and Reinforcement ratio and stirrups on top and bottom the opening. The study revealed that, provision of openings in reinforced concrete beams at shear zone causes reduction in the stiffness, cracking load, and ultimate strength of beam reached up to 57%, 67%, and 70% respectively, while the behavior of beams with small-central openings was similar to the corresponding solid beam
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Beams with openings
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term High strength concrete
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Openings at shear zone
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Akram Torkey ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Nasser Elshafey ,
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 Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Samia
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.2017.Ah.T 01010110073628000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2017.Ah.T 01020110073628000 22.09.2023 CD - Rom 73628CD