000 02838ntm a2200373 i 4500
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003 KUKTEM
005 20251117113354.0
008 180117t2017 my da f a m 000 0 eng d
020 _aTHE0000764(Local)
039 9 _a201905161453
_bnazirah
_c201802081525
_dfateeha
_c201801231207
_dfateeha
_y201801171434
_zfateeha
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .T55 2017 r Bc.
100 1 _aTan, Keen Hong,
_eauthor.
245 1 0 _aFinite element analysis on reinforced concrete column with transverse openings /
_cTan Keen Hong
264 1 _aKuantan, Pahang :
_bUMP,
_c2017
264 4 _c© 2017
300 _aix, 43 pages :
_billustrations (some color), charts ;
_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 _aIn construction, openings and holes are drilled to place ducts and pipes for accommodation of services such as electricity, water supply, telecommunication, air conditioning and so on. The presence of such openings may influence the performance of reinforced concrete column, especially from the aspect of load carrying capacity. This study mainly focus on the deflection and crack patterns of reinforced concrete column having opening with different sizes and opening in different locations. Study was conducted on columns specimens with rectangular cross-section of 300 mm x 300 mm and 3800 mm height. All columns specimens were reinforced with longitudinal reinforcement of 4H 20, transverse reinforcement of shear links with 6 mm diameter and 250 mm spacing. Finite element analysis was conducted to study the behaviour of the reinforced concrete column using ANSYS software. The load is applied until the failure of the column models. The result shows that the deflection or the deformation of the control column is the highest and the deflection of the column decreases when the opening size of column increases. The deflection is the highest when opening located in the center of column span. For cracks pattern, more cracks are formed when the opening size increases and when the opening located closer to the applied load.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
999 _aVIRTUA40
_c7538
_d7544
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