MARC details
| 000 -LEADER |
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| fixed length control field |
03593ntm a2200373 i 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 |
20251125105540.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS |
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| fixed length control field |
t||||fr|||| 000 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 |
200625t20192019my a|||fram|| 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0008658(Local) |
| Qualifying information |
hardback |
| 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 .L566 2019 r Bc. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Lim, Man Siang, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Structural retrofitting of RC beams in flexure using bamboo fiber composite plates / |
| Statement of responsibility, etc. |
Lim Man Siang |
| 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 |
2019 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
© 2019 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xiv, 76 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Source |
rdacontent |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media type term |
unmediated |
| Source |
rdamedia |
| 337 ## - MEDIA TYPE |
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| Media type term |
computer |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
volume |
| Source |
rdacarrier |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
computer disc |
| Source |
rdacarrier |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
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| 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 – 2019 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Synthetic fibers are commonly used in retrofitting and strengthening of concrete structures. However, it is a non-biodegradable product and its manufacturing process may emit harmful substances. Natural fibers have been studied to replace synthetic fibers for external strengthening due to its low-weight and cost, good performance and environmental-friendly properties. A study has been carried out to investigate the potential application of bamboo fiber reinforced composite plate (BFRCP) in retrofitting of RC beams. The bamboo species of Gigantochloa Scortechinii (Buluh Semantan) were considered in this study. Bamboo splints have been treated with 10% of Sodium Hydroxide (NaOH) solution before extracting the fibers of bamboo. BFRCP with 0%, 30%, 35%, 40%, 45% and 50% of fiber volume percentage were tested for tensile test (ASTM D3039) and flexural test (ASTM D790-03) to determine the optimum fiber volume percentage in fabricating BFRCP. Experimental results of mechanical testing showed that 45% of fiber loading is the optimum fiber volume percentage. RC beams have been preloaded to about 42 kN before retrofitting using BFRCP. Two different sizes of BFRCP were fabricated which was small BFRCP with dimensions of 25mm in width, 4mm in height and 250mm in length and big BFRCP with dimensions of 120mm in width, 4mm in height and 350mm in length. There were 3 different retrofitting configurations which were with 2 rows of small BFRCP in staggered arrangement at beam soffit as Case 1, a row of big BFRCP at beam soffit as Case 2 and the addition of a row of small BFRCP at the side surface of the beam in Case 1 as Case 3. In terms of structural behaviour, retrofitting by using small BFRCP in staggered arrangement showed small strengthening effect on the preloaded RC beam. On the other hand, retrofitting by using big BFRCP improved the strength of the preloaded RC beam by 13.50%. All the beams failed in flexure with vertical cracks concentrated in the middle span of the beams. Debonding of composite plate at small BFRCP. Cracks developed at the gaps between two BFRCPs. This signifies that the BFRCP has the potential to be an alternative in retrofitting of RC beams. However, the configuration of composite plates affects the retrofitting and strengthening effect of RC beam. |
| 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 |
| General subdivision |
Disertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Universities and colleges |
| General subdivision |
Disertations |
| 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 |
Restricted Collection |