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Numerical investigation on flexural strength of cantilevered circular steel hollow sections / (Record no. 65252)

MARC details
000 -LEADER
fixed length control field 02020cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180304s2017 ua h 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.N
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Abdelrahman Mostafa Mohamed Elmahdy Abdelghaffar
245 10 - TITLE STATEMENT
Title Numerical investigation on flexural strength of cantilevered circular steel hollow sections /
Statement of responsibility, etc. Abdelrahman Mostafa Mohamed Elmahdy Abdelghaffar ; Supervised Sherif Saleh Safar , Sherif Ahmed Mourad
246 15 - VARYING FORM OF TITLE
Title proper/short title دراسة رقمية لمقاومة الانحناء للقطاعات الكابولية الدائرية المفرغة الصلبة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Abdelrahman Mostafa Mohamed Elmahdy Abdelghaffar ,
Date of publication, distribution, etc. 2017
300 ## - PHYSICAL DESCRIPTION
Extent 64 P. :
Other physical details 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. In current design codes, the effect of length-to diameter ratio, L/D, is not considered in computing the flexural strength of circular hollow sections. On the other hand, large discrepancies exist between moment strength predicted by current Egyptian, british, Australian and American specifications. Therefore, the flexural capacity of cantilevered circular steel hollow section was investigated using the Finite element method. The numerical model was established using the general purpose finite element software, ANSYS V.11. The numerical solution accounted for material and geometric nonlinearities as well as geometric imperfections. Numerical results were verified by comparison to test results
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Circular steel hollow sections
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Diameter-to thickness ratio
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Finite element analysis
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sherif Ahmed Mourad ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sherif Saleh Safar ,
Relator term
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.Ab.N 01010110074449000 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.Ab.N 01020110074449000 22.09.2023 CD - Rom 74449.CD