MARC details
| 000 -LEADER |
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| fixed length control field |
03343ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000093873 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113316.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
160316t2015 my da f ab m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000675(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905170939 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201710161502 |
| Level of effort used to assign classification |
aishah |
| -- |
201603161241 |
| -- |
asma |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 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 .S29 2015 r Thesis |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Sayed Javid Azimi |
| 245 10 - TITLE STATEMENT |
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| Title |
Structural behaviour of kenaf fiber as part shear reinforcement in oil palm shell reinforced concrete beams / |
| Statement of responsibility, etc. |
Sayed Javid Azimi |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2015 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xviii, 114 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD ROM |
| 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 |
Thesis (Master of Civil Engineering (Concrete Structure)) -- Universiti Malaysia Pahang – 2015 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 95-104 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
This thesis presents the structural behaviour of kenaf fibre as a part of shear reinforcement in oil palm shell reinforced concrete (OPS-RC) beams. The main objective of this research was to improve the structural properties of OPS-RC beams by incorporation of kenaf fiber for improving the structural properties of oil palm shell reinforced concrete (OPS-RC) beams. This investigation was carried out by using two methods; experimental and consequently numerical modelling. Experimentally five beams by incorporation of kenaf fiber with two shear reinforcement arrangements and three different amount of kenaf fiber were considered in this study. The first beam were constructed with full shear reinforcement and without fibre (SI = 0 % and with Vf = 0 %) denoted as a control beam. Meanwhile, two beams with full shear reinforcement (SI = 0 %) and with fibre volume fraction of Vf = 1 % and Vf = 2 % and two more beams with reduction of shear reinforcement (SI = 100 %) with fibre volume fraction of Vf = 1 % and Vf = 2 % were constructed respectively. The beam specimens were tested under four-point flexural test. Consequently numerical modelling with finite element method (FEM) software, Abaqus for calibration and validation of experiment results was considered. First, sensitivity analysis (mesh and time) was conducted to acquire the best correlation with the experimental result. Then, the experiments results of two beams with SI = 0 % and with Vf = 0 % and Vf = 1 % were used for calibration in FEM modelling investigation. Once satisfactory results were obtained parametric studies on key parameters with three shear reinforcement arrangement (SI = 0 %, SI = 50 % and SI = 100 %) and together with six volume fraction (Vf = 0 %, Vf = 0.5 %, Vf = 1 %, Vf = 1.5%, Vf = 2 % and Vf = 2.5 %) of kenaf fiber were carried out. The results comparison showed that there is a good agreement between the experimental test and nonlinear finite element analysis NLFEA results. Generally this investigation demonstrated up to 37 % improvement on structure properties of OPS-RC beam by addition of kenaf fiber |
| 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 |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Theses |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
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| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/3564/">http://ecollib.ump.edu.my/3564/</a> |
| Public note |
Library access only |