Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 2-6 |
| Seitenumfang | 5 |
| Fachzeitschrift | Composite Structures |
| Jahrgang | 183 |
| Ausgabenummer | 1 |
| Frühes Online-Datum | 18 Nov. 2016 |
| 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 - © 2016 Elsevier Ltd. All rights reserved.
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 -