000 02898nam a22003617a 4500
999 _c90821
_d90827
003 MY-KuUP
005 20251125105359.0
007 ta
008 191009t20192019my a|||| |||| 00| 0 eng d
020 _aTHE0008199(Local)
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .K66 2019 r Bc.
100 1 _aLian Ni, Koong,
_eauthor.
245 1 0 _aFinite element analysis of reinforcement design of voided concrete deck slab /
_cKoong Lian Ni
264 1 _aKuantan, Pahang :
_bUMP,
_c2019
264 4 _a© 2019
300 _a86 pages :
_bIllustrations (some color) ;
_c30 cm. +
_e1 CD-ROM
336 _2rdacontent
_atext
336 _2rdacontent
_atext
337 _2rdamedia
_aunmediated
337 _2rdamedia
_acomputer
338 _2rdacarrier
_avolume
338 _2rdacarrier
_acomputer disk
347 _2rda
_atext file
_bPDF
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504 _aIncludes bibliographical references
520 3 _aVoided concrete deck slab is one of the options for concrete bridge deck design. The most common problem that a deck slab will usually face is that the numbers of reinforcement provided are not sufficient to sustain the load with the increased number of vehicles. Therefore, it is necessary to check whether the reinforcement is adequate to sustain the loads. Unfit or improper design can lead to the failure of a structure. A model of voided concrete deck slab was analysed by manual calculation and also designed in ANSYS software. There are several methods can be used to analyse the behaviour of voided concrete deck slab. However, among all these methods, finite element method and probabilistic method will be a very effective method to obtain the strength and behaviour of voided concrete deck slab. This analysis is to investigate the adequacy of reinforcement bar in a concrete bridge deck slab and also to determine the response behaviour of voided concrete deck slab. This research will mainly focus on the reinforcement and the probabilistic analysis of a voided concrete deck slab. The length of deck slab that will be tested is 20m. The values for the input variables are generated randomly by using Monte Carlo Simulation with given mean values and standard deviation or as prescribed samples using Response Surface Method. 10000 simulations had been made to make sure the analysis values obtained are more precise and uniform. Here, the study was conducted to prove that a voided concrete deck slab under the existence of randomness and uncertainty can be analyzed quickly and efficiently by applying probabilistic finite element analysis using ANSYS.
610 2 0 _aFaculty of Civil Engineering & Earth Resources
650 0 _aDissertations
_xUniversities and colleges
650 0 _aTheses
942 _2lcc
_cPSM