(Peer review + CA) The Flexural Strength of Concrete Panels with Crystalline Ceramic Waste Aggregates

muhtar, muhtar (2020) (Peer review + CA) The Flexural Strength of Concrete Panels with Crystalline Ceramic Waste Aggregates. International Journal of Engineering and Advanced Technology (IJEAT), Damkheda, Bhopal (Madhya Pradesh)-462037, India..

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Abstract

Increased development has an impact on increasing material requirements and environmental pollution due to waste. Material needs must consider the energy-saving aspects and the thought of useless material to be useful, one of which is a crystalline ceramic waste. The crystalline ceramic waste is very sharp and hard. The utilization of crystalline ceramic waste as a concrete panel material is very important to reduce environmental pollution. The purpose of this research was to utilize crystalline ceramic waste as a concrete panel material and test its flexural capacity. Panel testing was carried out on specimens measuring 30 mm x 400 mm x 800 mm assuming the panel as a deep beam on simple support. Testing is done by a three-point bending flexural test method. Loading is carried out monotonically until the panel collapses. From the results of the ceramic concrete panel test showed that the flexural strength increased by 31.89% compared to the flexural strength of normal concrete panels. Keywords: Ceramic concrete panel (CCP), waste aggregate, flexural strength.

Item Type:	Peer Review
Subjects:	600 Technology and Applied Science 600 Technology and Applied Science > 620 Engineering 600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering
Divisions:	Faculty of Engineering > Department of Civil Engineering (S1)
Depositing User:	Muhtar Muhtar
Date Deposited:	03 Apr 2020 01:41
Last Modified:	22 Jun 2021 08:52
URI:	http://repository.unmuhjember.ac.id/id/eprint/4030

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