Details
| Original language | English |
|---|---|
| Pages (from-to) | 77-81 |
| Number of pages | 5 |
| Journal | Composite Structures |
| Volume | 202 |
| Early online date | 23 Nov 2017 |
| Publication status | Published - 15 Oct 2018 |
Abstract
Terrestrial laser scanning (TLS) technology plays an important role in the field of deformation monitoring nowadays, and a lot of the architectures are arched composite structures, which are required to be further understood for their mechanical and physical properties. Only a theoretical numerical analysis is sometimes difficult and defective to achieve, due to varying loads and other factors influencing the stability and reliability of such structures. Therefore, measurements can improve the theoretical analysis in several ways. One of the most important issues is the deformation analysis within load experiments. This paper focuses on the presentation of new possibilities for surface-based measurement techniques and their applicability in the deformation analysis of arched structures. The goal of this paper is to investigate the difference of load-displacement relationships between arched and beam structures though a static load experiment based on high accuracy TLS measurement techniques and the surface analysis method. In this paper, we try to reveal the influencing mechanism of ‘prestressing-like’ force and interpret why arched structures can withstand a surprisingly greater load than beam structures under the same conditions.
Keywords
- Composite structure, Deformation analysis, Point cloud, Prestressing, Surface approximation, Terrestrial laser scanning
ASJC Scopus subject areas
- Materials Science(all)
- Ceramics and Composites
- Engineering(all)
- Civil and Structural Engineering
Cite this
- Standard
- Harvard
- Apa
- Vancouver
- BibTeX
- RIS
In: Composite Structures, Vol. 202, 15.10.2018, p. 77-81.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Deformation monitoring of typical composite structures based on terrestrial laser scanning technology
AU - Xu, Xiangyang
AU - Yang, Hao
AU - Neumann, Ingo
N1 - Funding Information: The authors of this paper are supported by Deutsche Forschungsgemeinschaft. The authors would like to acknowledge the support of Natural Science Foundation of Jiangsu Province (No: BK20160558). The authors also gratefully acknowledge the support of Massivbau institute to this research work.
PY - 2018/10/15
Y1 - 2018/10/15
N2 - Terrestrial laser scanning (TLS) technology plays an important role in the field of deformation monitoring nowadays, and a lot of the architectures are arched composite structures, which are required to be further understood for their mechanical and physical properties. Only a theoretical numerical analysis is sometimes difficult and defective to achieve, due to varying loads and other factors influencing the stability and reliability of such structures. Therefore, measurements can improve the theoretical analysis in several ways. One of the most important issues is the deformation analysis within load experiments. This paper focuses on the presentation of new possibilities for surface-based measurement techniques and their applicability in the deformation analysis of arched structures. The goal of this paper is to investigate the difference of load-displacement relationships between arched and beam structures though a static load experiment based on high accuracy TLS measurement techniques and the surface analysis method. In this paper, we try to reveal the influencing mechanism of ‘prestressing-like’ force and interpret why arched structures can withstand a surprisingly greater load than beam structures under the same conditions.
AB - Terrestrial laser scanning (TLS) technology plays an important role in the field of deformation monitoring nowadays, and a lot of the architectures are arched composite structures, which are required to be further understood for their mechanical and physical properties. Only a theoretical numerical analysis is sometimes difficult and defective to achieve, due to varying loads and other factors influencing the stability and reliability of such structures. Therefore, measurements can improve the theoretical analysis in several ways. One of the most important issues is the deformation analysis within load experiments. This paper focuses on the presentation of new possibilities for surface-based measurement techniques and their applicability in the deformation analysis of arched structures. The goal of this paper is to investigate the difference of load-displacement relationships between arched and beam structures though a static load experiment based on high accuracy TLS measurement techniques and the surface analysis method. In this paper, we try to reveal the influencing mechanism of ‘prestressing-like’ force and interpret why arched structures can withstand a surprisingly greater load than beam structures under the same conditions.
KW - Composite structure
KW - Deformation analysis
KW - Point cloud
KW - Prestressing
KW - Surface approximation
KW - Terrestrial laser scanning
UR - http://www.scopus.com/inward/record.url?scp=85034826586&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2017.11.049
DO - 10.1016/j.compstruct.2017.11.049
M3 - Article
AN - SCOPUS:85034826586
VL - 202
SP - 77
EP - 81
JO - Composite Structures
JF - Composite Structures
SN - 0263-8223
ER -