Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 2-6 |
| Seitenumfang | 5 |
| Fachzeitschrift | Composite structures |
| Jahrgang | 183 |
| Ausgabenummer | 1 |
| Publikationsstatus | Veröffentlicht - 1 Jan. 2018 |
Abstract
Terrestrial Laser Scanning (TLS) technology, which is hailed as another technological revolution in the field of surveying and mapping, is well known as a structural deformation monitoring device for concrete structures. In the current paper, we frame the finite element model (FEM) of concrete structure based on three-dimensional TLS technology and optimize the model by response surface methodology (RSM). It is theorized and confirmed that volume-based FEM model will be more precise than the displacement-based model, due to that the distortion of specimen is considered with the benefit from volumetric analysis when composite structures is distorted with loads.
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. 2-6.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Optimal finite element model with response surface methodology for concrete structures 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 and Open Access Publishing Fund of Leibniz Universität Hannover. The authors also would like to acknowledge the support of Natural Science Foundation of Jiangsu Province – China (No: BK20160558 ). The authors of this paper are supported by Deutsche Forschungsgemeinschaft and Open Access Publishing Fund of Leibniz Universit?t Hannover. 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 - Terrestrial Laser Scanning (TLS) technology, which is hailed as another technological revolution in the field of surveying and mapping, is well known as a structural deformation monitoring device for concrete structures. In the current paper, we frame the finite element model (FEM) of concrete structure based on three-dimensional TLS technology and optimize the model by response surface methodology (RSM). It is theorized and confirmed that volume-based FEM model will be more precise than the displacement-based model, due to that the distortion of specimen is considered with the benefit from volumetric analysis when composite structures is distorted with loads.
AB - Terrestrial Laser Scanning (TLS) technology, which is hailed as another technological revolution in the field of surveying and mapping, is well known as a structural deformation monitoring device for concrete structures. In the current paper, we frame the finite element model (FEM) of concrete structure based on three-dimensional TLS technology and optimize the model by response surface methodology (RSM). It is theorized and confirmed that volume-based FEM model will be more precise than the displacement-based model, due to that the distortion of specimen is considered with the benefit from volumetric analysis when composite structures is distorted with loads.
KW - Concrete structure
KW - Finite element method
KW - Response surface methodology
KW - Terrestrial Laser Scanning
UR - http://www.scopus.com/inward/record.url?scp=85007378735&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2016.11.012
DO - 10.1016/j.compstruct.2016.11.012
M3 - Article
AN - SCOPUS:85007378735
VL - 183
SP - 2
EP - 6
JO - Composite structures
JF - Composite structures
SN - 0263-8223
IS - 1
ER -