JavaScript is disabled for your browser. Some features of this site may not work without it.
| dc.contributor.author | T. U. Ulusoy; Department of Civil Engineering, Istanbul Kultur University | |
| dc.contributor.author | Y. Yazicioglu; Department of Civil Engineering, Istanbul Kultur University | |
| dc.date | 2013-06-14 08:56:20 | |
| dc.date.accessioned | 2013-07-15T11:48:49Z | |
| dc.date.accessioned | 2015-11-23T16:10:16Z | |
| dc.date.available | 2013-07-15T11:48:49Z | |
| dc.date.available | 2015-11-23T16:10:16Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/iscce/iscce2012/paper/view/539 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/659 | |
| dc.description.abstract | This paper examines the mechanical quality differences of concrete by destructive and non destructive methods according to shape, dimension relationship and cure conditions. Within destructive methods, (compression, tension, bending) different shaped-sized concretes and 28-days-old concrete shear wall samples tested along to find modulus of elasticity. Non destructive methods (ultrasonic pulse velocity test, rebound hammer test) applied same samples along to determine compressive strength and longitudinal wave velocity to obtain result of modulus of elasticity. The aim was to achieve data from applied laboratory test results and cross-checking, all values to enhance concretes compressive strength for potential possibilities. | |
| dc.format | application/pdf | |
| dc.language | en | |
| dc.publisher | International Student Conference 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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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 Student Conference of Civil Engineering; International Student Conference of Civil Engineering | |
| dc.subject | Mechanical properties; Modulus of elasticity; Concrete | |
| dc.title | Determination of Mechanical Properties of Concrete by Destructive and Non-Destructive Experimental Methods | |
| dc.type | Peer-reviewed Paper |
