STRENGTHENING OF CONCRETE SQUARE COLUMNS USING CFRP SHEETS/ (Titelsatznr. 59735)
[ MARC ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 03763nam a2200301 a 4500 |
| 001 - CONTROL NUMBER | |
| control field | 0000055587 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | 0000 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20190825135529.0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION | |
| fixed length control field | a| ||||| |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 070522s2017 a g b 000 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Transcribing agency | SOUL |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Edition number | 21 |
| Classification number | 624.17725 |
| Item number | H S |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | HENEN,MINA NABIL MALAK |
| 9 (RLIN) | 5545 |
| 245 10 - TITLE STATEMENT | |
| Title | STRENGTHENING OF CONCRETE SQUARE COLUMNS USING CFRP SHEETS/ |
| Statement of responsibility, etc. | MINA NABIL MALAK HENEN ; Supervised ByAMR H. ZAHER,WAEL MONTASER |
| 246 15 - VARYING FORM OF TITLE | |
| Title proper/short title | تقوية الاعمدة الخرسانية المربعه باستخدام الياف البوليمرات المسلحة بالكربون. |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc. | 2017 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 138p.: |
| Other physical details | illu.; |
| Dimensions | 30cm |
| Accompanying material | 1+cd. |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | thesis(M.S.) - AIN SHAMS UNIVERSITY.FACULTY OF ENGINEERING.STRUCTURAL ENGINEERING DEPART. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc | included bibliographical References. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Use of carbon fiber reinforced polymers, (CFRP) sheets in strengthening reinforced concrete element, has increased rapidly for the last ten years. The conventional alternative for CFRP is the use of steel plates bonded to the concrete surface or reinforced concrete, (RC) jackets. The major disadvantages of using the steel plates are refered to corrosion of steel and the need for technical labour and heavy equipment. Furthermore, RC jackets increase the column stiffness and consequently the applied forces due to earthquakes. Advantages of CFRP are the non- corrosive characteristics, high strength-to-weight ratio and good fatigue properties. These characteristics significantly increase the service life of structures compared to conventional strengthening techniques. Square reinforced concrete, (RC), columns are commonly used in residential buildings, because it meets the architectural requirements in cases where partitions are provided in the building. Upgrading of these structures involves, increasing the ultimate carrying capacity as well as the ductility of the columns. An experimental program undertaken at the Housing and Building Research Center, (HBRC) to study the behavior of RC square columns strengthened with .CFRP Sheets under axial loading. The program consists of a total of Fifteen RC column specimens, were tested and divided into three groups: The first group consists of five columns without stirrups one column tested as control specimens without CFRP Sheets and the remaining four columns are strengthened by CFRP Sheets with different percentage of CFRP. The second group consists of five columns with stirrups by spacing(30 cm) one column tested as control specimens without CFRP Sheets and the remaining four columns are strengthened by CFRP Sheets with different percentage of CFRP . The third group consists of five columns with stirrups by spacing (15 cm) one column tested as control specimens without CFRP Sheets and the remaining four columns are strengthened by CFRP Sheets with different percentage of CFRP. The columns were tested under monotonic uniaxial compression loading up to failure. Percentage of CFRP Sheets ,Width of CFRP Sheets, Number of Steel Stirrups systems are used. An analytical model based on the stress-strain characteristics of concrete under triaxial state of stresses is proposed to predict the behaviour of RC columns strengthened by CFRP Sheets. Different recommendations and design guidelines of square RC columns strengthened by CFRP Sheets are introduced. |
| 546 ## - LANGUAGE NOTE | |
| Language note | text in english,abstract in arabic and english. |
| 650 4# - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | Composite material. |
| 9 (RLIN) | 5546 |
| 653 ## - INDEX TERM--UNCONTROLLED | |
| Uncontrolled term | Axial Load. |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | EL KATEB ,MAHMOUD |
| 9 (RLIN) | 5547 |
| Relator term | supervisor |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Montaser,Wael M, |
| 9 (RLIN) | 4797 |
| Relator term | Supervisor |
| 710 ## - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | AIN SHAMS UNIVERSITY . |
| Subordinate unit | FACULTY OF ENGINEERING. |
| -- | STRUCTURAL ENGINEERING DEPARTMENT. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Theses |
| Source of classification or shelving scheme | |
| Item part | Faculty of Engineering كلية الهندسة |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Permanent location | Current location | Date acquired | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 6october | 6october | 2019-08-25 | 624.17725 H S | SOULA208TH0401 | 2021-08-25 | 2019-08-25 | Theses |