Details
| Original language | English |
|---|---|
| Pages (from-to) | 2-6 |
| Number of pages | 5 |
| Journal | Composite Structures |
| Volume | 183 |
| Issue number | 1 |
| Early online date | 18 Nov 2016 |
| Publication status | Published - 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.
Keywords
- Concrete structure, Finite element method, Response surface methodology, Terrestrial Laser Scanning
ASJC Scopus subject areas
- Materials Science(all)
- Ceramics and Composites
- Engineering(all)
- Civil and Structural Engineering
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In: Composite Structures, Vol. 183, No. 1, 01.01.2018, p. 2-6.
Research output: Contribution to journal › Article › Research › 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 -