抄録
For a system such as the concrete structure, flow can be the dynamic field to describe the motion, interactions, or both in dynamic or static (Eulerian description) states. Further, various kinds of flow propagate through it from the very start to the end of its lifecycle (Lagrangian description) accompanied by rains, winds, earthquakes, and so forth. Meanwhile, damage may occur inside the structure synchronously, developing from micro- to macro-scale damage, and eventually destroy the structure. This study was conducted to clarify the content of flow which has been implicitly used in the damage detection, and to propose a flow analysis framework based on the combination data space and the theory of dissipative structure theory specifically for nondestructive examination in structural damage detection, which can theoretically standardize the mechanism by which flow characteristics vary, the motion of the structure, or the swarm behavior of substructures in engineering. In this paper, a destructive experiment (static loading experiment) and a following nondestructive experiment (impact hammer experiment) were conducted. According to the experimental data analysis, the changing of flow characteristics shows high sensitivity and efficient precision to distinguish the damage exacerbations in a structure. According to different levels of interaction (intensity) with the structure, the information flow can be divided into two categories: Destructive flow and nondestructive flow. The method used in this research is named as a method of "flow analysis based on flow characteristics", i.e., "FC-based flow analysis".
| 元の言語 | English |
|---|---|
| 記事番号 | 710 |
| ジャーナル | Sustainability (Switzerland) |
| 巻 | 11 |
| 発行部数 | 3 |
| DOI | |
| 出版物ステータス | Published - 2019 1 29 |
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ASJC Scopus subject areas
- Geography, Planning and Development
- Renewable Energy, Sustainability and the Environment
- Management, Monitoring, Policy and Law
これを引用
Flow analysis and damage assessment for concrete box girder based on flow characteristics. / Ye, Xiong Fei; Chang, Kai Chun; Kim, Chul Woo; Ogai, Harutoshi; Oshima, Yoshinobu; Vera, O. S.Luna.
：: Sustainability (Switzerland), 巻 11, 番号 3, 710, 29.01.2019.研究成果: Article
}
TY - JOUR
T1 - Flow analysis and damage assessment for concrete box girder based on flow characteristics
AU - Ye, Xiong Fei
AU - Chang, Kai Chun
AU - Kim, Chul Woo
AU - Ogai, Harutoshi
AU - Oshima, Yoshinobu
AU - Vera, O. S.Luna
PY - 2019/1/29
Y1 - 2019/1/29
N2 - For a system such as the concrete structure, flow can be the dynamic field to describe the motion, interactions, or both in dynamic or static (Eulerian description) states. Further, various kinds of flow propagate through it from the very start to the end of its lifecycle (Lagrangian description) accompanied by rains, winds, earthquakes, and so forth. Meanwhile, damage may occur inside the structure synchronously, developing from micro- to macro-scale damage, and eventually destroy the structure. This study was conducted to clarify the content of flow which has been implicitly used in the damage detection, and to propose a flow analysis framework based on the combination data space and the theory of dissipative structure theory specifically for nondestructive examination in structural damage detection, which can theoretically standardize the mechanism by which flow characteristics vary, the motion of the structure, or the swarm behavior of substructures in engineering. In this paper, a destructive experiment (static loading experiment) and a following nondestructive experiment (impact hammer experiment) were conducted. According to the experimental data analysis, the changing of flow characteristics shows high sensitivity and efficient precision to distinguish the damage exacerbations in a structure. According to different levels of interaction (intensity) with the structure, the information flow can be divided into two categories: Destructive flow and nondestructive flow. The method used in this research is named as a method of "flow analysis based on flow characteristics", i.e., "FC-based flow analysis".
AB - For a system such as the concrete structure, flow can be the dynamic field to describe the motion, interactions, or both in dynamic or static (Eulerian description) states. Further, various kinds of flow propagate through it from the very start to the end of its lifecycle (Lagrangian description) accompanied by rains, winds, earthquakes, and so forth. Meanwhile, damage may occur inside the structure synchronously, developing from micro- to macro-scale damage, and eventually destroy the structure. This study was conducted to clarify the content of flow which has been implicitly used in the damage detection, and to propose a flow analysis framework based on the combination data space and the theory of dissipative structure theory specifically for nondestructive examination in structural damage detection, which can theoretically standardize the mechanism by which flow characteristics vary, the motion of the structure, or the swarm behavior of substructures in engineering. In this paper, a destructive experiment (static loading experiment) and a following nondestructive experiment (impact hammer experiment) were conducted. According to the experimental data analysis, the changing of flow characteristics shows high sensitivity and efficient precision to distinguish the damage exacerbations in a structure. According to different levels of interaction (intensity) with the structure, the information flow can be divided into two categories: Destructive flow and nondestructive flow. The method used in this research is named as a method of "flow analysis based on flow characteristics", i.e., "FC-based flow analysis".
KW - Analysis
KW - Concrete
KW - Damage
KW - Flow
KW - Girder
KW - NDE
UR - http://www.scopus.com/inward/record.url?scp=85061003243&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85061003243&partnerID=8YFLogxK
U2 - 10.3390/su11030710
DO - 10.3390/su11030710
M3 - Article
AN - SCOPUS:85061003243
VL - 11
JO - Sustainability
JF - Sustainability
SN - 2071-1050
IS - 3
M1 - 710
ER -