000 04085nam a22003737a 4500
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_d90882
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008 191015t20182018my a|||| |||| 00| 0 eng d
020 _aTHE0008221(Local)
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .A53 2018 r Bc.
100 0 _aAnas Shamsudin,
_eauthor.
245 1 0 _aFinite element analysis of rc be ams strengthened with bamboo fibre reinforced composite plate using ansys /
_cAnas Shamsudin
246 3 _aFinite element analysis of rc beams strengthened with bamboo fibre reinforced composite plate using ansys
264 1 _aKuantan, Pahang :
_bUMP,
_c2018
264 4 _a© 2018
300 _axi, 66 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 disc
347 _2rda
_atext file
_bPDF
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2018
504 _aIncludes bibliographical references
520 3 _aPresence of opening in reinforced concrete (RC) beam automatically reduce the load capacity of the RC beams significantly followed by excessive cracking and deflection. To recover the loss in strength, carbon reinforced polymer (CFRP) which is one of synthetic fibre was opted to be used as strengthening material. In addition, CFRP provide a relatively high additional strength for beam. However, in order to promote the usage of CFRP in construction today, the high cost of CFRP was proved to be a hindrance. On the contrary, natural fibre polymer which is more sustainable and cheaper was a perfect alternative to synthetic fibre. The main objective of this research was to study on the behaviour and potential of bamboo reinforced composite plate as the strengthening material. Several beams with dimensions of 120 x 300 mm and a length of 1500 mm were modelled in three-dimensional (3D) as simply-supported beams in ANSYS+CivilFEM 12.0. In this research, there were three (3) types of configurations for beams that were analysed which are conventional beam, beam unstrengthened at flexural and beam with openings. The beam was further enhanced with BFRCP to check the reliability of BFRCP. Finite element analysis (FEA) was implemented to obtain certain results which are the load-deflection curve, crack pattern, stress contours and strain contours. From FEA, the RC beam undergone a reduction of 10.8% in terms of load bearing capacity when the stirrups at the flexural zone were removed. Then, application of BFRCP asstrengthening material at flexural zone managed to regain 71.1% of the strength loss which almost the same as the original strength. A huge load capacity loss occured when opening was created in the beam with a percentage loss of 47.4%. Application of BFRCP at the shear zone managed to regain 38% of strength loss. After that, FEA results and experimental results were validated. For solid beam, the load-deflection curve showed a strong agreement with percentage difference of 0.3%. For beam unstrengthened at flexural, the difference 1.8% which proved a strong agreement obtained. Beam strengthened at flexural with BFRCP showed a strong agreement as the percentage difference was 1.4% only. Beam with openings also in a strong agreement with percentage difference of 4.7%. Beam with openings strengthened with BFRCP reached a comparable agreement with percentage difference of 19.5% which is still within permissible range. In terms of crack patterns, a strong agreements between all results of FEA and experimental results were obtained. As conclusion, bamboo fibre composite plate can be an alternative external strengthening material for structural strengthening.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
650 0 _aDissertations
_xUniversities and colleges
650 0 _aTheses
942 _2lcc
_cPSM