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dc.contributor.advisor Shin, Myoungsu -
dc.contributor.author Ahn, Eunjong -
dc.date.accessioned 2024-01-25T13:57:37Z -
dc.date.available 2024-01-25T13:57:37Z -
dc.date.issued 2017-02 -
dc.description.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.
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dc.description.degree Master -
dc.description Department of Urban and Environmental Engineering -
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/72164 -
dc.identifier.uri http://unist.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002332787 -
dc.language eng -
dc.publisher Ulsan National Institute of Science and Technology (UNIST) -
dc.rights.embargoReleaseTerms 9999-12-31 -
dc.title Surface-Wave Based Technique for the Evaluation of Self-Healing Performance in Concrete -
dc.type Thesis -

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