| 000 | 02553ntm a2200373 i 4500 | ||
|---|---|---|---|
| 001 | vtls000102763 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113438.0 | ||
| 008 | 180116t2017 my a f a m 000 0 eng d | ||
| 020 | _aTHE0007901(Local) | ||
| 039 | 9 |
_a201906131047 _bazli _c201802081412 _dfateeha _c201801231147 _dfateeha _y201801161100 _zfateeha |
|
| 040 |
_aUMP _beng _cUMP _erda |
||
| 090 | _aFKASA .Z55 2017 r Bc. | ||
| 100 | 0 |
_aMuhammad Zikri Mustafa, _eauthor. |
|
| 245 | 1 | 0 |
_aNumerical analysis of flexural strengthening of timber beam reinforced with CFRP / _cMuhammad Zikri Mustafa |
| 264 | 1 |
_aKuantan, Pahang : _bUMP, _c2017 |
|
| 264 | 4 | _c© 2017 | |
| 300 |
_aviii, 24 pages : _billustrations (some color) ; _c30 cm. + _e1 CD-ROM |
||
| 336 |
_atext _2rdacontent |
||
| 336 |
_atext _2rdacontent |
||
| 337 |
_aunmediated _2rdamedia |
||
| 337 |
_acomputer _2rdamedia |
||
| 338 |
_avolume _2rdacarrier |
||
| 338 |
_acomputer disc _2rdacarrier |
||
| 347 |
_atext file _bPDF _2rda |
||
| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 | ||
| 504 | _aIncludes bibliographical references | ||
| 520 | 3 | _aThe main objective of this study is to analyze the deflection and stress of the strengthened timber beam with Carbon Fiber Reinforced Polymer (CFRP) using finite element computer modelling. There are two models of timber beam were created to do the linear analysis which are control timber beam, timber beam reinforced with CFRP rod and plate. It aims to contribute to a better understanding and modelling of CFRP-timber bond behaviour and shows the results of timber specimens strengthened with strengthening method. The result of existing experimental work are used to calibrate the models. All the procedures to do the analysis are done accordingly to assure the research objectives are achieved. The CFRP strengthened timber beam are capable of additional deflection and possess higher carrying capacity compare to control timber beam. Theoretical and experimental work having more than acceptable error because of the analysis done is linear dynamic analysis which do not have enough details for the software to accurately process. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
|
| 650 | 0 | _aTheses | |
| 999 |
_aVIRTUA40 _c8772 _d8778 |
||
| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2640*2641*3000*3360*3361*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992 | ||