Waste Tin Addition Beam Samples Non-Destructive Test Techniques Obtained Compressive Strength Estimation Method Of Fuzzy Logic

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dc.contributor.author Serdar Kasap; Suleyman Demirel University
dc.contributor.author Yunus Ekiz; Sakarya University
dc.contributor.author Melda Alkan Cakiroglu; Suleyman Demirel University
dc.date 2013-06-07 05:36:02
dc.date.accessioned 2013-07-15T11:43:11Z
dc.date.accessioned 2015-11-23T16:05:08Z
dc.date.available 2013-07-15T11:43:11Z
dc.date.available 2015-11-23T16:05:08Z
dc.date.issued 2013-07-15
dc.identifier http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/334
dc.identifier.uri http://dspace.epoka.edu.al/handle/1/543
dc.description.abstract In this study, using the results of non-destructive testing of added beams samples of waste cans to estimate the compressive strength of artificial intelligence techniques, to develop a model with fuzzy logic method.In the study, lean and waste tins supplement beam samples of two main series were produced. Beam samples 5 of lean and 30 with supplement waste tins as a 100 mm x 100 mm x 500 mm dimensions a total of 35 were produced. Waste cans supplement series beams are divided with each other according to it's size and the amount into three series. Waste cans aspect ratio, l / e = 40mm/5mm, 50mm/5mm, 60mm/5mm in three different sizes and with the amount of 30 kg/m3, 40 kg/m3, 60 kg/m3 to be determined. In the study 3 pieces of lean 150 x 150 x 150 mm cube size samples and 27 pieces of waste cans supplement standard 150 x 150 x 150 mm cube size samples were produced. Produced samples stored 28 days in the appropriate cure conditions have been subjected to pressure.At the end of the beam specimens in the 28-day cure period by non-destructive testing of compressive strength values were obtained. Schmidt and ultrasonic transition rate data obtained from experiments used as input parameters, the cube compressive strength test data obtained from samples was used as an output parameter from the modeling method, fuzzy logic. The developed fuzzy logic model and the predicted compressive strength, with the estimated ability of the model was tested compressive strength values compared. The experimental results are given in the study.
dc.format application/pdf
dc.language en
dc.publisher International Balkans Conference on Challenges of Civil Engineering
dc.rights Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference.
dc.source International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering
dc.subject Waste; Compressive Strength; Schmidt; Ultrasound; Beam
dc.title Waste Tin Addition Beam Samples Non-Destructive Test Techniques Obtained Compressive Strength Estimation Method Of Fuzzy Logic
dc.type Peer-reviewed Paper


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  • BCCCE 2011
    1st International Balkans Conference on Challenges of Civil Engineering

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