MARC details
| 000 -LEADER |
|---|
| fixed length control field |
03456ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
|---|
| control field |
vtls000098189 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20251117113326.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
161129s2016 my a f bm 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
THE0000354(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905141731 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201712261210 |
| Level of effort used to assign classification |
nazri |
| -- |
201611291038 |
| -- |
saini |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
|---|
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .C44 2016 r Bc. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Cheang, Yee |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Strengthening of slab with openings located in the shear zone with CFRP sheets and anchors / |
| Statement of responsibility, etc. |
Cheang Yee |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2016 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xviii, 89 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 500 ## - GENERAL NOTE |
|---|
| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
|---|
| Dissertation note |
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc. note |
Bibliography : p. 86-89 |
| 520 3# - SUMMARY, ETC. |
|---|
| Summary, etc. |
This thesis deals with strengthening of slab with openings located in the shear zone with CFRP sheets and anchors. The objective of this thesis is to determine the behavior of reinforced concrete slab with opening located in the shear zone in terms of load deflection behavior and crack pattern, to evaluate the performances of CFRP sheets and anchors in strengthening of reinforced concrete slabs with openings, and to validate finite element results with experimental results. The thesis uses finite element software, Abaqus version 6.14 from Dassault Systèmes to simulate various configuration of CFRP anchors. The best configuration of CFRP anchors that resulted in highest ultimate load was identified and validation of results was conducted. The material model employed during the finite element analysis was Brittle Cracking model. From the finite element analysis, the highest ultimate load was achieved on slab with opening strengthened with CFRP sheets and anchors. The ultimate load was 58.39 kN, about 202.07 % higher than unstrengthen slab with opening. In experiment, slab with opening strengthened with CFRP sheets had the highest ultimate load among all laboratory specimens. The ultimate load was 15.74 kN, about 10.79 % greater than unstrengthen slab with opening. In terms of crack patterns, for slab without opening, slab with opening and slab with opening strengthened with CFRP had exhibited similar crack pattern, with only a visible vertical crack at the mid-span. Meanwhile, for slab with opening strengthened with CFRP and anchors, two visible cracks were detected at the middle region of the slab. The locations of crack were as predicted in Abaqus, since the stress around these regions was the highest. Finite element and laboratory test results show that both CFRP sheets and CFRP anchors were able to increase the ultimate load of slab with opening. However, in finite element analysis, a combination of CFRP sheets and anchors were found more effective in strengthening than by only using CFRP sheets, however the laboratory test results showed otherwise. This is due to the assumptions of perfect bond between CFRP sheets and concrete surface in Abaqus, and excessive stress inducted to the sample during drilling works. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
|---|
| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering and Earth Resources |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Theses |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
|---|
| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/id/eprint/4050">http://ecollib.ump.edu.my/id/eprint/4050</a> |
| Public note |
Access in library only |