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Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements

Loo, Kian Loon (2017) Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.

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Pdf (Finite element analysis of concrete deep beams with various locations of opening and reinforcement arrangements-Abstract)
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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.

Item Type: Undergraduates Project Papers
Additional Information: Project Paper (Bachelors (Hons.) of Civil Engineering) -- Universiti Malaysia Pahang – 2017, SV: MR. MOHD ARIF BIN SULAIMAN, NO. CD: 11034
Uncontrolled Keywords: Concrete deep beams; reinforcement arrangements
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Faculty/Division: Faculty of Civil Engineering & Earth Resources
Depositing User: Mrs. Sufarini Mohd Sudin
Date Deposited: 30 Aug 2018 03:25
Last Modified: 30 Aug 2018 03:25
URI: http://umpir.ump.edu.my/id/eprint/21435
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