ANALISIS NUMERIK PERILAKU PANEL BETON RINGAN SQUARE OPENING DENGAN VARIASI DIMENSI PANEL TERHADAP BEBAN STATIK MONOTONIK

HANAFI, KEVIN VIALI and Saloma, Saloma and Nurjannah, Siti Aisyah (2021) ANALISIS NUMERIK PERILAKU PANEL BETON RINGAN SQUARE OPENING DENGAN VARIASI DIMENSI PANEL TERHADAP BEBAN STATIK MONOTONIK. Undergraduate thesis, Sriwijaya University.

	Text RAMA_22201_03011281621044.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (3MB) | Request a copy
	Text RAMA_22201_03011281621044_TURNITIN.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (9MB) | Request a copy
Preview	Text RAMA_22201_03011281621044_0031107601_8884960018_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (822kB) | Preview
	Text RAMA_22201_03011281621044_0031107601_8884960018_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (388kB) | Request a copy
	Text RAMA_22201_03011281621044_0031107601_8884960018_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (749kB) | Request a copy
	Text RAMA_22201_03011281621044_0031107601_8884960018_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (1MB) | Request a copy
	Text RAMA_22201_03011281621044_0031107601_8884960018_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (31kB) | Request a copy
	Text RAMA_22201_03011281621044_0031107601_8884960018_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (98kB) | Request a copy
	Text RAMA_22201_03011281621044_0031107601_8884960018_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (745kB) | Request a copy

Abstract

Panel wall is a non-structural component that is suitable for earthquake-resistant housing. Panel walls are generally made using a normal concrete mixture and reinforcement in it. The use of lightweight materials can reduce the weight of normal concrete which is quite high and reduce the risk of accidents during an earthquake. Therefore, the material used in this study is foam concrete. Panel walls with square opening are varied according to the presence or absence of wire mesh use and 3 types of wall dimensions. Each type is varied with respect to wall thickness, namely 40 mm, 50 mm, and 60 mm. Each wall type is given a monotonic static load gradually until the wall is unable to withstand the load. Each wall type model is analysed using the ANSYS program, where the output obtained is a graph of the comparison between the load and deformation values of each panel wall model. From the results of this analysis, it can be concluded that the dimensions of the panels, the thickness of the panels, and the use of wire mesh material have an influence on the value of the load that is held by the panel walls and the value of deformation. The lower the panel wall dimensions, the greater the load that the panel wall can withstand, with the smaller the deformation value. As for the variation in the thickness of the panel walls, the thicker the panel walls, the greater the load that the panel walls can withstand, and the greater the value of panel deformation. The use of wire mesh material provides rigidity to the panel walls, so that the load that can be held is greater, with a smaller deformation value compared to panel walls without wire mesh.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Lightweight Concrete Panel, Square Opening, Panel Dimension Variation, Panel Thickness Variation, Wire Mesh, Monotonic Static Load
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA329-348 Engineering mathematics. Engineering analysis > TA347.F5C4665 Finite Element Method, Computer System Engineering Mathematics,
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Kevin Viali Hanafi
Date Deposited:	19 May 2021 05:55
Last Modified:	19 May 2021 05:55
URI:	http://repository.unsri.ac.id/id/eprint/46516

Actions (login required)

View Item