File Download

  • Find it @ UNIST can give you direct access to the published full text of this article. (UNISTARs only)

Views & Downloads

Detailed Information

Cited time in webofscience Cited time in scopus
Metadata Downloads

Surface-Wave Based Technique for the Evaluation of Self-Healing Performance in Concrete

Author(s)
Ahn, Eunjong
Advisor
Shin, Myoungsu
Issued Date
2017-02
URI
https://scholarworks.unist.ac.kr/handle/201301/72164 http://unist.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002332787
Abstract
Recently, self-healing technologies have emerged as a promising approach to extend the service life of social infrastructures in the field of concrete construction. However, evaluations of the self-healing technologies that are currently developed for cementitious materials are mostly limited to lab-scale experiments, which utilize optical microscopy techniques to detect the change in crack width due to a self-healing process, and permeability tests. Additionally, there is a universal lack of unified test methods to assess the effectiveness of self-healing technologies. Specifically, with respect to self-healing of concrete applied in actual construction, non-destructive test methods are required to avoid interrupting the use of structures. This study includes a thorough review of extant research related to theoretical backgrounds of ultrasonic test methods and case studies with respect to self-healing concrete. Additionally, the study examines the applicability and limitation of ultrasonic test methods in assessing self-healing performance of cementitious materials.
The aim of this study is to develop non-destructive test methods and procedures for evaluating the performance of self-healing concrete. As the first step, an experimental investigation through a lab-scale model is performed to identify the limitations of present surface-wave technologies and research requirements to apply these technologies to self-healing concrete. In the lab-scale model tests, the effects of the course aggregate and design strength of the concrete specimen on the propagation of a surface wave are discussed. The efficiency and applicability of spectral energy based crack depth estimation methods are studied using the coefficient of determination and root mean square error analysis. A supplementary experimental study is then conducted to monitor the changes in crack size and parameters of surface wave transmission in the process of self-healing.
Publisher
Ulsan National Institute of Science and Technology (UNIST)
Degree
Master
Major
Department of Urban and Environmental Engineering

qrcode

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.