Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 594-599 |
| Seitenumfang | 6 |
| Fachzeitschrift | Composite structures |
| Jahrgang | 183 |
| Ausgabenummer | 1 |
| Frühes Online-Datum | 12 Juli 2017 |
| Publikationsstatus | Veröffentlicht - 1 Jan. 2018 |
Abstract
A statical experiment of composite structures based on Terrestrial Laser Scanner (TLS) measurement was conducted to investigate the deformation behavior of arch structure. In this paper, laser scanning measurement data of thirteen epochs are collected and data are extracted and processed with MATLAB. How to improve the reliability of composite structural deformation monitoring is one of the key problems in the field of health monitoring. Comparing with the traditional monitoring methods, TLS monitoring has better flexibility and especially in the actual projects. Because some embedded sensors failed after running several years, other means of structural deformation monitoring are required. The goal of this paper is to investigate the feasibility of TLS technology, which is higher efficiency, accuracy and intelligence, to supplement or substitute the traditional monitoring methodologies.
ASJC Scopus Sachgebiete
- Werkstoffwissenschaften (insg.)
- Keramische und Verbundwerkstoffe
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
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in: Composite structures, Jahrgang 183, Nr. 1, 01.01.2018, S. 594-599.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Deformation behavior analysis of composite structures under monotonic loads based on terrestrial laser scanning technology
AU - Yang, Hao
AU - Xu, Xiangyang
AU - Neumann, Ingo
N1 - Funding Information: The authors of this paper are supported by Deutsche Forschungsgemeinschaft . The authors also would like to acknowledge the support of Natural Science Foundation of Jiangsu Province- China (No: BK20160558 ).
PY - 2018/1/1
Y1 - 2018/1/1
N2 - A statical experiment of composite structures based on Terrestrial Laser Scanner (TLS) measurement was conducted to investigate the deformation behavior of arch structure. In this paper, laser scanning measurement data of thirteen epochs are collected and data are extracted and processed with MATLAB. How to improve the reliability of composite structural deformation monitoring is one of the key problems in the field of health monitoring. Comparing with the traditional monitoring methods, TLS monitoring has better flexibility and especially in the actual projects. Because some embedded sensors failed after running several years, other means of structural deformation monitoring are required. The goal of this paper is to investigate the feasibility of TLS technology, which is higher efficiency, accuracy and intelligence, to supplement or substitute the traditional monitoring methodologies.
AB - A statical experiment of composite structures based on Terrestrial Laser Scanner (TLS) measurement was conducted to investigate the deformation behavior of arch structure. In this paper, laser scanning measurement data of thirteen epochs are collected and data are extracted and processed with MATLAB. How to improve the reliability of composite structural deformation monitoring is one of the key problems in the field of health monitoring. Comparing with the traditional monitoring methods, TLS monitoring has better flexibility and especially in the actual projects. Because some embedded sensors failed after running several years, other means of structural deformation monitoring are required. The goal of this paper is to investigate the feasibility of TLS technology, which is higher efficiency, accuracy and intelligence, to supplement or substitute the traditional monitoring methodologies.
KW - Composite structure
KW - Deformation analysis
KW - Monotonic loads
KW - Surface approximation
KW - Terrestrial laser scanning
UR - http://www.scopus.com/inward/record.url?scp=85023773397&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2017.07.011
DO - 10.1016/j.compstruct.2017.07.011
M3 - Article
AN - SCOPUS:85023773397
VL - 183
SP - 594
EP - 599
JO - Composite structures
JF - Composite structures
SN - 0263-8223
IS - 1
ER -