Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand

Computer analysis can be used as an effectives tool to analyse structures and components without need to build the structures first. The analysis can be carried out in various condition and time with the verification of the actual condition under laboratory testing too. This study use a computer a...

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Main Author:	Mohamad Hasrul, Jamaludin
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/9368/ http://umpir.ump.edu.my/id/eprint/9368/ http://umpir.ump.edu.my/id/eprint/9368/1/MOHAMAD%20HASRUL%20BIN%20JAMALUDIN.PDF

id	ump-9368
recordtype	eprints
spelling	ump-93682015-10-05T00:15:59Z http://umpir.ump.edu.my/id/eprint/9368/ Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand Mohamad Hasrul, Jamaludin TA Engineering (General). Civil engineering (General) Computer analysis can be used as an effectives tool to analyse structures and components without need to build the structures first. The analysis can be carried out in various condition and time with the verification of the actual condition under laboratory testing too. This study use a computer analysis program called ANSYS to verify what is actually occur to the structure such as beam during laboratory test. The research of lightweight concrete using SYLCAG that used for beam structure has been conducted and the result has been covered based on the theoretical and laboratory test. This study was conducted to analyse the flexural behaviour of the beams using ANSYS The manipulated variable of the beams are the concrete strength and beam density. The objectives that want to be achieved in this study are to understand the advantages of finite element method. Then, the result is compare between theoretical and experimental results. Besides that, the flexural behaviour of reinforced concrete and SYLCAG beam using ANSYS were studied. After the modeling and analysis were complete, the result proved that ANSYS manage to produce accurate result that similar to theoretical within 1% different for deflection for Beam A (Control) even though the experimental result was out of track. For other beams show the flexure behaviour within the manipulation of beam density and concrete strength. Somehow, ultimate moment capacity gives the closest result upon theoretical calculation for ACI 318 and Eurocode 2. This study concludes that the advantages of Finite Element Modeling (FEM) were discovering upon the accuracy of the result. Next is the comparison between theoretical and experimental gives relevant values and lastly the differences properties of the beams show the flexure behaviour. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9368/1/MOHAMAD%20HASRUL%20BIN%20JAMALUDIN.PDF Mohamad Hasrul, Jamaludin (2014) Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84711&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Mohamad Hasrul, Jamaludin Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand
description	Computer analysis can be used as an effectives tool to analyse structures and components without need to build the structures first. The analysis can be carried out in various condition and time with the verification of the actual condition under laboratory testing too. This study use a computer analysis program called ANSYS to verify what is actually occur to the structure such as beam during laboratory test. The research of lightweight concrete using SYLCAG that used for beam structure has been conducted and the result has been covered based on the theoretical and laboratory test. This study was conducted to analyse the flexural behaviour of the beams using ANSYS The manipulated variable of the beams are the concrete strength and beam density. The objectives that want to be achieved in this study are to understand the advantages of finite element method. Then, the result is compare between theoretical and experimental results. Besides that, the flexural behaviour of reinforced concrete and SYLCAG beam using ANSYS were studied. After the modeling and analysis were complete, the result proved that ANSYS manage to produce accurate result that similar to theoretical within 1% different for deflection for Beam A (Control) even though the experimental result was out of track. For other beams show the flexure behaviour within the manipulation of beam density and concrete strength. Somehow, ultimate moment capacity gives the closest result upon theoretical calculation for ACI 318 and Eurocode 2. This study concludes that the advantages of Finite Element Modeling (FEM) were discovering upon the accuracy of the result. Next is the comparison between theoretical and experimental gives relevant values and lastly the differences properties of the beams show the flexure behaviour.
format	Undergraduates Project Papers
author	Mohamad Hasrul, Jamaludin
author_facet	Mohamad Hasrul, Jamaludin
author_sort	Mohamad Hasrul, Jamaludin
title	Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand
title_short	Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand
title_full	Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand
title_fullStr	Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand
title_full_unstemmed	Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand
title_sort	finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (sylcag) of offshore sand
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/9368/ http://umpir.ump.edu.my/id/eprint/9368/ http://umpir.ump.edu.my/id/eprint/9368/1/MOHAMAD%20HASRUL%20BIN%20JAMALUDIN.PDF
first_indexed	2023-09-18T22:07:52Z
last_indexed	2023-09-18T22:07:52Z
_version_	1777414829359759360

Finite element modeling of reinforced concrete beam using synthetic lghtweight coarse aggregate (SYLCAG) of offshore sand

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