File Download

There are no files associated with this item.

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

김건

Kim, Gun
Smart Materials and Intelligent Structures Lab.
Read More

Views & Downloads

Detailed Information

Cited time in webofscience Cited time in scopus
Metadata Downloads

Drying shrinkage in concrete assessed by nonlinear ultrasound

Author(s)
Kim, GunKim, Jin-YeonKurtis, Kimberly E.Jacobs, Laurence J.
Issued Date
2017-02
DOI
10.1016/j.cemconres.2016.11.010
URI
https://scholarworks.unist.ac.kr/handle/201301/48618
Fulltext
https://www.sciencedirect.com/science/article/pii/S0008884616306639?via%3Dihub
Citation
CEMENT AND CONCRETE RESEARCH, v.92, pp.16 - 20
Abstract
This research develops a nonlinear ultrasonic (NLU) technique, second harmonic generation (SHG), to monitor the time-dependent microstructural evolution and shrinkage in concrete over a period from 28 to 55 days of age. Drying shrinkage by moisture migration from concrete to its environment causes stress and microcracking and can lead to larger crack formation, which compromises performance. Here, the process of drying is monitored by the SHG method using nonlinear Rayleigh surface waves to obtain the acoustic nonlinearity parameter. The results show large changes in the measured acoustic nonlinearity parameter which is attributed to damage generated during drying shrinkage. Finally, the measured acoustic nonlinearity parameter is used to compare the microstructural condition in hardened concrete as affected by shrinkage mitigation (through the use of shrinkage-reducing admixture) and crack filling (or self-healing) by carbonation. (C) 2016 Elsevier Ltd. All rights reserved.
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
ISSN
0008-8846
Keyword (Author)
CharacterizationConcreteDryingShrinkageNDE
Keyword
MICROCRACKINGWAVESCRACKSDAMAGE

qrcode

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