Shear behavior of reinforced concrete inverted t-deep beam / (Record no. 171796)

MARC details
000 -LEADER
fixed length control field 04941namaa22004211i 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - أخر تعامل مع التسجيلة
control field 20250512115238.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 250429s2024 ua a|||frm||| 000 0 eng d
040 ## - CATALOGING SOURCE
Original cataloguing agency EG-GICUC
Language of cataloging eng
Transcribing agency EG-GICUC
Modifying agency EG-GICUC
Description conventions rda
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title eng
Language code of summary or abstract eng
-- ara
049 ## - Acquisition Source
Acquisition Source Deposit
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number 624.18341
092 ## - LOCALLY ASSIGNED DEWEY CALL NUMBER (OCLC)
Classification number 624.18341
Edition number 21
097 ## - Degree
Degree Ph.D
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Local Call Number Cai01.13.05.Ph.D.2024.Ho.S
100 0# - MAIN ENTRY--PERSONAL NAME
Authority record control number or standard number Hoda Mohamed Ahmed Shousha,
Preparation preparation.
245 10 - TITLE STATEMENT
Title Shear behavior of reinforced concrete inverted t-deep beam /
Statement of responsibility, etc. by Hoda Mohamed Ahmed Shousha ; Supervisors Prof. Dr. Akram Torkey, Prof. Dr. Rasha T.S. Mabrouk.
246 15 - VARYING FORM OF TITLE
Title proper/short title سلوك القص للكمرات الخرسانية المسلحة العميقة ذات شكل T مقلوبة /
264 #0 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Date of production, publication, distribution, manufacture, or copyright notice 2024.
300 ## - PHYSICAL DESCRIPTION
Extent 212 pages :
Other physical details illustrations ;
Dimensions 30 cm. +
Accompanying material CD.
336 ## - CONTENT TYPE
Content type term text
Source rda content
337 ## - MEDIA TYPE
Media type term Unmediated
Source rdamedia
338 ## - CARRIER TYPE
Carrier type term volume
Source rdacarrier
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D)-Cairo University, 2024.
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography: pages 196-200.
520 ## - SUMMARY, ETC.
Summary, etc. This research studies the shear behavior of reinforced concrete inverted T-deep beams through an experimental program conducted on eight specimens. The dimensions of the tested specimens were 1400 x 800 x 120 mm and the ledge width and depth are 200 and 150 mm, respectively. The research studies different parameters namely; the effect of hanger reinforcement diameter, spacing, and ratio, as well as studying the effect of vertical and horizontal web shear reinforcement in terms of diameter and spacing. In addition, a theoretical analysis of the eight beams was carried out using the concrete damage plasticity model (CDP) using ABAQUS program. The analysis aims to compare the experimental results with the results of the CDP model. The comparison showed good agreement between the experimental and the theoretical methods. This was followed by a parametric study for inverted-T deep beams with short and long ledges to further understand the behavior of the inverted T-deep beams. The experimental and theoretical results were also compared with those estimated using the guidelines of different design codes such as the Egyptian code 203-2020, the -ACI-318-2019, and AASHTO-2020. A new numerical method was proposed to obtain the ultimate capacity of the inverted T-deep beam.
520 ## - SUMMARY, ETC.
Summary, etc. هذاالبحث يتضمن برنامج عملى لبحث سلوك ثمان كمرات عميقة من الخرسانة المسلحة علي شكل حرف T مقلوبة. البحث يتضمن دراسة تأثير تسليح الشداد المتكون في منطقة الحمل من حيث القطر ومسافة التوزيع ونسبة التسليح وكذلك تمت دراسة تأثير تسليح القص الرأسي والافقى من حيث القطر ومسافة التوزيع.تم أيضا عمل تحليل نظري للكمرات باستخدام طريقة الانهيار اللدن للخرسانة باستخدام برنامج ABAQUS. ويهدف التحليل الى مقارنة نتائج التجارب المعملية التى تمت مع نتائج طريقة الانهيار اللدن للخرسانة وخلصت المقارنة الى تقارب النتائج بين الطريقة التحليلية ونتائج التجارب المعملية. وقد تم عمل دراسة بارامترية علي الكمرات العميقة علي شكل حرف T مقلوبة ذات الحواف الطويلة والقصيرة باستخدام برنامج ABAQUSلفهم سلوكها.من ناحية اخري تم مقارنة النتائج المعملية والنظرية بتلك الناتجة من تطبيق المعادلات الواردة بالاكواد المصرى 2020-203 ECP والأمريكى2019-318-ACI و2020 .AASHTO-وقد أظهرت النتائج اختلاف كبير بين نتائج الأكواد والنتائج المعملية والنظرية فقد كانت نتائج الأكواد عالية التحفظ وعليه فقد تم استنتاج معادلات لحساب مقاومة القص للكمرات العميقة علي شكل حرف T مقلوبة ذات الحواف الطويلة والقصيرة عن طريق الذكاء الاصطناعي باستخدام برنامج GPTIPS-MATLAB.
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Issues CD Issues also as CD.
546 ## - LANGUAGE NOTE
Text Language Text in English and abstract in Arabic & English.
650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete
Source of heading or term qrmak
653 #0 - INDEX TERM--UNCONTROLLED
Uncontrolled term Shear Behavior
-- Reinforced Concrete
-- T-Deep Beam
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Akram Torkey
Relator term thesis advisor.
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Rasha T.S. Mabrouk
Relator term thesis advisor.
900 ## - Thesis Information
Grant date 01-01-2024
Supervisory body Akram Torkey
-- Rasha T.S. Mabrouk
Discussion body Hany Ahmed Abdalla
-- Alaa Ali Alsayed
Universities Cairo University
Faculties Faculty of Engineering
Department Department of Structural Engineering
905 ## - Cataloger and Reviser Names
Cataloger Name Shimaa
Reviser Names Eman Ghareb
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Thesis
Edition 21
Suppress in OPAC No
Holdings
Source of classification or shelving scheme Home library Current library Date acquired Inventory number Full call number Barcode Date last seen Effective from Koha item type
Dewey Decimal Classification المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 29.04.2025 91062 Cai01.13.05.Ph.D.2024.Ho.S 01010110091062000 29.04.2025 29.04.2025 Thesis
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