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Modeling of shear behavior of precast prestressed concrete segmental beam joints / (Record no. 63780)

MARC details
000 -LEADER
fixed length control field 03039cam 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.Ma.M
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mahmoud Abdelaal Mabrouk Ibrahium
245 10 - TITLE STATEMENT
Title Modeling of shear behavior of precast prestressed concrete segmental beam joints /
Statement of responsibility, etc. Mahmoud Abdelaal Mabrouk Ibrahium ; Supervised Mourad M. Bakhoum , Hatem Mostafa M.
246 15 - VARYING FORM OF TITLE
Title proper/short title تمثيل سلوك القص فى فواصل الكمرات سابقة الصب و سابقة الاجهاد و المنفذة على مراحل
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Mahmoud Abdelaal Mabrouk Ibrahium ,
Date of publication, distribution, etc. 2017
300 ## - PHYSICAL DESCRIPTION
Extent 74 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 shear strength of joints is a very important issue in the design of prestressed concrete segmental systems. In this research, finite element models of these joints under different parameters have been studied. The parameters considered in the thesis include: (i) types of joints, (ii) number of shear keys, (iii) confining pressure, (iv) concrete strength, (v) shear transfer coefficient for dry joints, and (vi) friction coefficient. Three types of joints were used: Dry joints with shear keys and without any filling materials, epoxy joints having a thin layer of epoxy between segments, and monolithic joints with full bond. Single keyed, two keyed, and three keyed joints were considered in this study subjected to three levels of confining pressure (1, 2, and 3 MPa), concrete strength of 40, 50, and 60 MPa, with six values of friction coefficient for dry joints ranging from 0.1 to 1.0, and eight models with a variable shear transfer coefficient at single keyed joints. The FEM model was first calibrated and validated with the experimental results for single-keyed joints described in the literature. Then, Nonlinear Materials analysis was carried out for different combinations of the above mentioned parameters. In total thirty five FEM models were developed. The results show shear behavior, shear capacity, crack patterns, and how the loads are transferred from one segment to the other. Among the main conclusions: The shear capacity increases with the increase of either the confining pressure or the concrete strength. The shear capacity of joints increase as the number of keys increase. Coefficient of friction between two segments plays role in increasing the capacity of the shear keys
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Precast prestressed concrete
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Segmental beam
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Shear keyed
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Hatem Mostafa Mohamed ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mourad Michel Bakhoum ,
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.Ma.M 01010110073629000 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.Ma.M 01020110073629000 22.09.2023 CD - Rom 73629.CD