The determination of effect of TiO2 on dynamic behavior of scaled concrete structure by OMA


Tuhta S.

ADVANCES IN NANO RESEARCH, vol.11, no.6, pp.641-648, 2021 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 11 Issue: 6
  • Publication Date: 2021
  • Doi Number: 10.12989/anr.2021.11.6.641
  • Journal Name: ADVANCES IN NANO RESEARCH
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Aerospace Database, Communication Abstracts, Metadex, Civil Engineering Abstracts
  • Page Numbers: pp.641-648
  • Keywords: EFDD, modal parameter, nanomaterial, operational modal analysis, TiO2, MODAL IDENTIFICATION, PVA FIBER, MATRIX, FREQUENCY, VIBRATION, RESPONSES
  • Ondokuz Mayıs University Affiliated: Yes

Abstract

In this article, the dynamic parameters (frequencies, mode shapes, damping ratios) of the scaled concrete structure and the dynamic parameters (frequencies, mode shapes, damping ratios) of the entire outer surface of titanium dioxide, 80 micron in thickness are compared using operational modal analysis method. Ambient excitation was provided from micro tremor ambient vibration data on ground level. Enhanced Frequency Domain Decomposition (EFDD) was used for the output only modal identification. From this study, a good correlation between mode shapes was found. Titanium dioxide applied to the entire outer surface of the scaled concrete structure has an average of 11.78% difference in frequency values and 10.15% in damping ratios, proving that nanomaterials can be used to increase rigidity in structures, in other words, for reinforcement. Another important result determined in the study was the observation of the adherence of titanium dioxide and similar nanomaterials mentioned in the introduction to concrete structure surfaces was at the highest level.