Size effect on shear strength of normal and wide beams with normal and high strength concrete / (Record no. 72513)

MARC details
000 -LEADER
fixed length control field 02545cam a2200325 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223032318.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 190619s2019 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.Mo.S
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mohamed Gamil Elsayed Megahed
245 10 - TITLE STATEMENT
Title Size effect on shear strength of normal and wide beams with normal and high strength concrete /
Statement of responsibility, etc. Mohamed Gamil Elsayed Megahed ; Supervised Nabil A. B. Yehia
246 15 - VARYING FORM OF TITLE
Title proper/short title تأثير الحجم على مقاومة القص فى الكمرات العريضة والعادية ذات الخرسانة عادية وعالية المقاومة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Mohamed Gamil Elsayed Megahed ,
Date of publication, distribution, etc. 2019
300 ## - PHYSICAL DESCRIPTION
Extent 150 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 main objective of this research was to investigate to what extent the beam depth, width, longitudinal reinforcement ratio and concrete compressive strength, influence the ultimate shear capacity of reinforced concrete beams without transverse reinforcement. An experimental program was undertaken to study these parameters and to evaluate the empirical formula of the current Egyptian Code of practice (ECP 203-2017)[1] for calculating shear strength of concrete beams. The experimental program was performed for eighteen beams with variables depths; 125, 250, 350, and 600 mm. The concrete cube compressive strength varied from 25 MPa. To 87.5 MPa. The longitudinal reinforcement ratio varied from .8 % to 1.2%. The tested beams had constant clear span to effective depth ratio (l/d=6). It was found that the shear strength of beams decreases as the beam effective depth increases, and as longitudinal reinforcement ratio decreases.The ultimate load of the tested specimens was verified analytically using a finite element program 2ABAQUS 6.133, and the obtained predictions gave a good agreement with the experimental results. A parametric study was performed using the same finite element program to estimate the ultimate shear capacity of various depths of beams
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Concrete beams
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Shear strength
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Size effect
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Nabil A. B. Yehia ,
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 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.Mo.S 01010110078454000 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.Mo.S 01020110078454000 22.09.2023 CD - Rom 78454.CD
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