MARC details
| 000 -LEADER |
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| fixed length control field |
03385nam a22003737a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MY-KuUP |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251125105420.0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
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| fixed length control field |
ta |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
191107t20182018my a|||| |||| 00| 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0008269(Local) |
| 040 ## - CATALOGING SOURCE |
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| 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) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .L446 2018 r Bc. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Mei Chin, Lee, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Strengthening of rc beam externallly using bamboo fibre reinforced composite : |
| Remainder of title |
a study on GIGANTOCHLOA SCORTECHINII / |
| Statement of responsibility, etc. |
Lee Mei Chin |
| 246 #3 - VARYING FORM OF TITLE |
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| Title proper/short title |
Strengthening of rc beam externally using bamboo fibre reinforced composite : a study on GIGANTOCHLOA SCORTECHINII |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Kuantan, Pahang : |
| Name of producer, publisher, distributor, manufacturer |
UMP, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2018 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
© 2018 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xvi, 110 pages : |
| Other physical details |
Illustrations (some color) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 336 ## - CONTENT TYPE |
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| Source |
rdacontent |
| Content type term |
text |
| 336 ## - CONTENT TYPE |
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| Source |
rdacontent |
| Content type term |
text |
| 337 ## - MEDIA TYPE |
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| Source |
rdamedia |
| Media type term |
unmediated |
| 337 ## - MEDIA TYPE |
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| Source |
rdamedia |
| Media type term |
computer |
| 338 ## - CARRIER TYPE |
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| Source |
rdacarrier |
| Carrier type term |
volume |
| 338 ## - CARRIER TYPE |
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| Source |
rdacarrier |
| Carrier type term |
computer disc |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
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| Source |
rda |
| File type |
text file |
| Encoding format |
PDF |
| 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 (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
The use of fibre reinforced polymer as external strengthening in reinforced concrete (RC) structures which in need to carry out rehabilitation works. A study on Gigantochloa Scortechnii (Buluh Semantan) has been conducted to investigate the mechanical properties of the bamboo and its fibres to be used in composite fabrication. In this research, the bamboos are obtained from Raub, Pahang. In terms of mechanical properties of bamboo, tensile and compression test between the raw and oven-dried bamboo specimens have been performed. On the other hand, for the composite plate fabrication, the bamboo fibres had been treated with 10 % of sodium hydroxide (NaOH) for 48 hours. The bamboo fibres with a density of 0.75 g/cm3 are mixed with epoxy resin matrix in the ratio of 2:3. Tensile and flexural strength tests are executed to compare the characteristics between the neat epoxy and bamboo fibre-epoxy composite plate (BFECP). Moreover, the BFECP is bonded to the reinforced concrete (RC) beam as external strengthening material. Four-points loading test is performed to study the structural behaviour between the control (CB), un-strengthened (USTB) and strengthened beam (SSTB). From the results, the tensile and compressive strength of the oven-dried bamboo specimens are higher than in raw condition, which is 48.77 % and 31.68 %, respectively. Meanwhile, the BFECP are 309.73 % and 820.11 %, respectively, greater than neat epoxy in terms of tensile and flexural strength. On the other hand, the ultimate load sustained by the strengthened beam is 16.81 % and 23.84 % higher than control beam and un-strengthened beam, respectively. In terms of crack propagation, the flexural cracks were found in the mid-span of beam specimens while only control beams failed in bending and experienced diagonal tension failure. This signifies that bamboo fibres-epoxy composite plate has potential to be used as an alternative strengthening material for synthetic reinforced polymer. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering and Earth Resources |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Dissertations |
| General subdivision |
Universities and colleges |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Theses |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Final Year Report |