Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 62-71 |
| Seitenumfang | 10 |
| Fachzeitschrift | Composite Structures |
| Jahrgang | 207 |
| Frühes Online-Datum | 15 Sept. 2018 |
| Publikationsstatus | Veröffentlicht - 1 Jan. 2019 |
Abstract
The problem of the arch loading case is studied by the combination of finite element analysis (FEA) and B-Splines, which provides a highly accurate solution to the calibration problem of the FEA model. Attention is paid to the assessment of FEA by a high-accuracy two-dimensional B-Spline model using point clouds from terrestrial laser scanning (TLS) which is one of the most accurate measurement tools. In the current paper, a B-Spline-based optimized model, comparing to an idealized model, is applied in the FEA. Meanwhile, characteristics of arched nodal displacement and stress are discussed. The target function of the optimization is to reduce the displacement error. It is revealed that the B-Spline optimized model based on TLS data with high-accuracy could carry out FEA efficiently with fewer displacement errors, which is an important part of the automatic calibration of FEA. Finally, the equivalent stress in the post-computation is applied to predict the possible crack regions and carry out the damage monitoring.
ASJC Scopus Sachgebiete
- Werkstoffwissenschaften (insg.)
- Keramische und Verbundwerkstoffe
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
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in: Composite Structures, Jahrgang 207, 01.01.2019, S. 62-71.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Optimized finite element analysis model based on terrestrial laser scanning data
AU - Xu, Wei
AU - Xu, Xiangyang
AU - Yang, Hao
AU - Neumann, Ingo
N1 - Funding Information: The authors gratefully acknowledge the support of Massivbau institute to this research work.
PY - 2019/1/1
Y1 - 2019/1/1
N2 - The problem of the arch loading case is studied by the combination of finite element analysis (FEA) and B-Splines, which provides a highly accurate solution to the calibration problem of the FEA model. Attention is paid to the assessment of FEA by a high-accuracy two-dimensional B-Spline model using point clouds from terrestrial laser scanning (TLS) which is one of the most accurate measurement tools. In the current paper, a B-Spline-based optimized model, comparing to an idealized model, is applied in the FEA. Meanwhile, characteristics of arched nodal displacement and stress are discussed. The target function of the optimization is to reduce the displacement error. It is revealed that the B-Spline optimized model based on TLS data with high-accuracy could carry out FEA efficiently with fewer displacement errors, which is an important part of the automatic calibration of FEA. Finally, the equivalent stress in the post-computation is applied to predict the possible crack regions and carry out the damage monitoring.
AB - The problem of the arch loading case is studied by the combination of finite element analysis (FEA) and B-Splines, which provides a highly accurate solution to the calibration problem of the FEA model. Attention is paid to the assessment of FEA by a high-accuracy two-dimensional B-Spline model using point clouds from terrestrial laser scanning (TLS) which is one of the most accurate measurement tools. In the current paper, a B-Spline-based optimized model, comparing to an idealized model, is applied in the FEA. Meanwhile, characteristics of arched nodal displacement and stress are discussed. The target function of the optimization is to reduce the displacement error. It is revealed that the B-Spline optimized model based on TLS data with high-accuracy could carry out FEA efficiently with fewer displacement errors, which is an important part of the automatic calibration of FEA. Finally, the equivalent stress in the post-computation is applied to predict the possible crack regions and carry out the damage monitoring.
KW - Automatic calibration
KW - B-Splines
KW - Finite element analysis
KW - Optimized model
KW - Terrestrial laser scanning
UR - http://www.scopus.com/inward/record.url?scp=85053521652&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2018.09.006
DO - 10.1016/j.compstruct.2018.09.006
M3 - Article
AN - SCOPUS:85053521652
VL - 207
SP - 62
EP - 71
JO - Composite Structures
JF - Composite Structures
SN - 0263-8223
ER -