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008 161129s2016 my a f abm 000 0 eng d
020 _aTHE0000742(Local)
039 9 _a201905161607
_bnazirah
_c201712071617
_dsaini
_y201611291639
_zsaini
040 _aUMP
090 _aFKASA .T365 2016 r Bc.
100 1 _aTan, Yi Koon
245 1 0 _aPerformance of honeycomb sandwich slab panel with different depth and internal angle in terms of deflection and failure mode using ABAQUS /
_cTan Yi Koon
260 _aKuantan, Pahang :
_bUMP,
_c2016
300 _axv, 51 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 CD-ROM
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016
504 _aBibliography : p. 47-48
520 3 _aHoneycomb sandwich slab panel (HSSP) is one of the type of composite slab which made up honeycomb structure core layer cover by concrete both top and bottom. Core layer made up of carbon fiber reinforced plastic. The main objectives of the study were to simulate the deflection and failure mode of HSSP due to different internal angle and depth of honeycomb structure core layer by using ABAQUS v6.14 Finite Element Analysis Software. Seven models designated as HSSP 1, HSSP 2, HSSP 3, HSSP 4, HSSP 5, HSSP 6 and HSSP 7. Where HSSP 1, HSSP 2, HSSP 3 and HSSP 4 with internal angle of 15 o, 30 o, 45 o and 60 o respectively. HSSP 5, HSSP 6 and HSP 7 are models different in depth of honeycomb sandwich core layer which is 120 mm, 130 mm and 140 mm respectively. The deflection of the HSSP 4 was 31.23 mm. The results showed inversely proportional relation between internal angle and deflection. While for depth of honeycomb sandwich core layer showed inversely proportional relation between depth of core layer and deflection. HSSP 7 deflected 26.74 mm according to simulation by ABAQUS.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
856 4 0 _uhttp://ecollib.ump.edu.my/id/eprint/4027
_zAccess in library only
999 _aVIRTUA40
_c6835
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