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Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements / Loo Kian Loon

By:

Loo, Kian Loon

Material type: Text

TextPublication details: Kuantan, Pahang : UMP, 2017Description: 69 p. : ill. (some col.) ; 30 cm. + 1 CD ROMISBN:

THE0000543(Local)

Subject(s):

Dissertation note: Project Paper (Bachelors (Hons.) of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Abstract: Concrete 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.

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Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Call number	Copy number	Status	Date due	Barcode
Final Year Report	UMPLIB GAMBANG	FKASA .L66 2017 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000120980
Final Year Report	UMPLIB GAMBANG	CD 11034 \| FKASA .L66 2017 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000120981

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors (Hons.) of Civil Engineering) -- Universiti Malaysia Pahang – 2017

Bibliography : p. 68-69

Concrete 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.