000			02007ntm a2200277 a 4500
001			vtls000102677
003			KUKTEM
005			20251117113348.0
008			180105t2017 my a f a m 000 0 eng d
020			_aTHE0000543(Local)
039		9	_a201905151622 _bnazirah _y201801051010 _zfateeha
040			_aUMP
090			_aFKASA .L66 2017 r Bc.
100	1		_aLoo, Kian Loon
245	1	0	_aFinite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements / _cLoo Kian Loon
260			_aKuantan, Pahang : _bUMP, _c2017
300			_a69 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors (Hons.) of Civil Engineering) -- Universiti Malaysia Pahang – 2017
504			_aBibliography : p. 68-69
520	3		_aConcrete deep beams are very common in structures such as high-rise buildings, foundation and offshore structures. Installation of opening is necessary for accessibility purposes. However, the presence of transverse opening may lead to reduction of beam strength and excessive cracking. In this study, different reinforcement arrangement of concrete deep beams with opening of 100mm diameter at mid-span, shear-span, outside mid-span and shear zone were studied. The software ANSYS 12.0.1 is used to analyses the deep beam models with 0.27 shear-spans to depth ratio to determine the failure loads and crack patterns. Based on the obtained result, the opening located at the shear-span will give the largest effect to the beam strength and crack pattern while the horizontal reinforcement is more effective than vertical reinforcement in the deep beam model with shear-span opening.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
999			_aVIRTUA40 _c7382 _d7388
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992