MARC details
| 000 -LEADER |
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| fixed length control field |
03270ntm a2200373 i 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000102768 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113438.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
180116t2017 my a f a m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0007881(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201906131118 |
| Level of effort used to assign nonsubject heading access points |
nazri |
| Level of effort used to assign subject headings |
201802081416 |
| Level of effort used to assign classification |
fateeha |
| Level of effort used to assign subject headings |
201801231149 |
| Level of effort used to assign classification |
fateeha |
| -- |
201801161208 |
| -- |
fateeha |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
UMP |
| Language of cataloging |
eng |
| Transcribing agency |
UMP |
| Description conventions |
rda |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
|---|
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .S246 2017 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Muhammad Syahmin Zainol, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Flexural strengthening of timber beam by near surface mounted technique using Carbon Fibre Reinforced Polymer (CFRP) / |
| Statement of responsibility, etc. |
Muhammad Syahmin Zainol |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Kuantan, Pahang : |
| Name of producer, publisher, distributor, manufacturer |
UMP, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2017 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
© 2017 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
ix, 31 pages : |
| Other physical details |
illustrations (some color) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 336 ## - CONTENT TYPE |
|---|
| Content type term |
text |
| Source |
rdacontent |
| 336 ## - CONTENT TYPE |
|---|
| Content type term |
text |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
|---|
| Media type term |
unmediated |
| Source |
rdamedia |
| 337 ## - MEDIA TYPE |
|---|
| Media type term |
computer |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| Carrier type term |
volume |
| Source |
rdacarrier |
| 338 ## - CARRIER TYPE |
|---|
| Carrier type term |
computer disc |
| Source |
rdacarrier |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
|---|
| File type |
text file |
| Encoding format |
PDF |
| Source |
rda |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
|---|
| Summary, etc. |
This research was conducted to identify the flexural strength of timber beam strengthened by near surface mounted Carbon Fibre Reinforced Polymer (CFRP) plates and rods. Six timber beams of Red Meranti species were tested which all have the same dimension which was 80 x 160 x 2700 mm. Three of the timber beams was used as the control while three other were strengthened first before being tested to failure under four-point loading. The flexural strength of the timber beam was studied through their ultimate load, deflection, stress and strain of the timber beam when subjected to four-point loading test by using Magnus frame test machine. The samples were prepared carefully so that it will have same properties with the other to reduce the difference between the timber beams properties because timber is well known for its wide range of variability from each other. The test was conducted at the heavy structure laboratory in University Malaysia Pahang (UMP). Based on the results obtained from this study, the ultimate load carrying capacity of the strengthened timber beam increased as expected. Observations made during the testing of the timber beams shows that the strengthening materials increased the strengthened timber beams and hold the timber beam together before the timber beam failed. The strengthening materials did not fail for all samples and the bonding of Sikadur-30 also still intact. The flexural test also shown that the timber beams’ deflection increase significantly, thus will make the strengthened timber beam to be repaired and not failed abruptly. The mode of failure that can be observed from the strengthened timber beams are not varies unlike the un-strengthened timber beam. |
| 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 |