MARC details
| 000 -LEADER |
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| fixed length control field |
02604nam a2200265 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000051943 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251114204422.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
110314t2010 my a f m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0002613(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905280947 |
| Level of effort used to assign nonsubject heading access points |
shamsul |
| Level of effort used to assign subject headings |
201204091106 |
| Level of effort used to assign classification |
Fida |
| Level of effort used to assign subject headings |
201110041252 |
| Level of effort used to assign classification |
Fida |
| Level of effort used to assign subject headings |
201107140038 |
| Level of effort used to assign classification |
VLOAD |
| -- |
201103141543 |
| -- |
Fida |
| 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) |
TA441 .A75 2010 rs Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Mohd Arif Mohd Rusli |
| 245 10 - TITLE STATEMENT |
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| Title |
Study of shear for steel fibre reinforcement concrete beam with ratio 0.10%, 0.30%, 0.50%, 0.70% and 0.90% / |
| Statement of responsibility, etc. |
Mohd Arif Mohd Rusli |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2010 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xiv, 88 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2010 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 79-80 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Nowadays, civil structure still faces with the same problem of uncontrolled flexural strength that can make cracks occured on the beam surface and can reach to the reinforcement bar. How to come this problem is by adding some additive materials like steel fibres. Steel Fibre Reinforced Concrete (SFRC) can be produced by adding some amount of fibre in the concrete mix. The function of SRFC is to overcome the problem of the concrete that has the weakness about the strength. The SFRC will be function to improve or increase the strength of the concrete due to the increase of the loading. Steel Fibre Reinforced Concrete (SFRC) materials are very attractive for use in civil engineering applications due to their high strength-to-weight and stiffness-to-weight ratios, corrosion resistance, light weight and potentially high durability. For this study, the variable is the percentage of steel fibre. The percentage of steel fibre is 0.10%, 0.30%, 0.50%, 0.70% and 0.90%. All of this percentage is calculated in terms of volume. The objectives of this study are to find the significant of shear due to a variation of steel fibre ratios in beam design, to find out the value of compressive and bending stress of the samples and to compare and choose the optimum percentage of steel fibre contents in concrete structure respect to its shear strength. Concrete compression test and flexural test was conducted. The graphs used to present the results. Higher percent of steel fibre will give the higher value of shear, compressive and flexural. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Concrete |
| General subdivision |
Mixing |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Reinforced concrete |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Concrete |
| General subdivision |
Additives |