Details
| Original language | English |
|---|---|
| Article number | 7936457 |
| Pages (from-to) | 4605-4611 |
| Number of pages | 7 |
| Journal | IEEE sensors journal |
| Volume | 17 |
| Issue number | 14 |
| Publication status | Published - 15 Jul 2017 |
Abstract
Nowadays, with the assistance of the high accuracy terrestrial laser scanning (TLS) measurement techniques, the mechanics analysis of structures could be better understood. This paper has a comparative analysis of arch and beam structures in terms of deformation behavior in loading experiments. The goal of this paper is to discover the potential value of the different structures in the architecture through the investigation of the anti-load capacity of the arch and beam structures. This paper is focused on the comparison of load-displacement relation between arch and beam with static load experiment, which is based on TLS techniques and surface analysis method. The innovation is that we try to reveal the partial area changing rules named 'partial area analysis,' which is a new method to investigate the deformation behavior of structure. It is exposed that both arch and beam structures in the loading progress would suffer three stages, which are steady, developing, and fracture. Furthermore, considering the effect of pre-stress, steady stage would last longer, and developing and fracture stages would be hysteretic.
Keywords
- Arch structure, Partial area, Pre-stress, Surface deformation, Terrestrial laser scanning, arch structure, terrestrial laser scanning, partial area, surface deformation
ASJC Scopus subject areas
- Physics and Astronomy(all)
- Instrumentation
- Engineering(all)
- Electrical and Electronic Engineering
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In: IEEE sensors journal, Vol. 17, No. 14, 7936457, 15.07.2017, p. 4605-4611.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Terrestrial Laser Scanning-Based Deformation Analysis for Arch and Beam Structures
AU - Yang, Hao
AU - Xu, Xiangyang
AU - Xu, Wei
AU - Neumann, Ingo
N1 - Funding Information: This work was supported in part by Deutsche Forschungsgemeinschaft and in part by the Natural Science Foundation of Jiangsu Province-China under Grant BK20160558. Publisher Copyright: © 2001-2012 IEEE. Copyright: Copyright 2017 Elsevier B.V., All rights reserved.
PY - 2017/7/15
Y1 - 2017/7/15
N2 - Nowadays, with the assistance of the high accuracy terrestrial laser scanning (TLS) measurement techniques, the mechanics analysis of structures could be better understood. This paper has a comparative analysis of arch and beam structures in terms of deformation behavior in loading experiments. The goal of this paper is to discover the potential value of the different structures in the architecture through the investigation of the anti-load capacity of the arch and beam structures. This paper is focused on the comparison of load-displacement relation between arch and beam with static load experiment, which is based on TLS techniques and surface analysis method. The innovation is that we try to reveal the partial area changing rules named 'partial area analysis,' which is a new method to investigate the deformation behavior of structure. It is exposed that both arch and beam structures in the loading progress would suffer three stages, which are steady, developing, and fracture. Furthermore, considering the effect of pre-stress, steady stage would last longer, and developing and fracture stages would be hysteretic.
AB - Nowadays, with the assistance of the high accuracy terrestrial laser scanning (TLS) measurement techniques, the mechanics analysis of structures could be better understood. This paper has a comparative analysis of arch and beam structures in terms of deformation behavior in loading experiments. The goal of this paper is to discover the potential value of the different structures in the architecture through the investigation of the anti-load capacity of the arch and beam structures. This paper is focused on the comparison of load-displacement relation between arch and beam with static load experiment, which is based on TLS techniques and surface analysis method. The innovation is that we try to reveal the partial area changing rules named 'partial area analysis,' which is a new method to investigate the deformation behavior of structure. It is exposed that both arch and beam structures in the loading progress would suffer three stages, which are steady, developing, and fracture. Furthermore, considering the effect of pre-stress, steady stage would last longer, and developing and fracture stages would be hysteretic.
KW - Arch structure
KW - Partial area
KW - Pre-stress
KW - Surface deformation
KW - Terrestrial laser scanning
KW - arch structure
KW - terrestrial laser scanning
KW - partial area
KW - surface deformation
UR - http://www.scopus.com/inward/record.url?scp=85021627821&partnerID=8YFLogxK
U2 - 10.1109/JSEN.2017.2709908
DO - 10.1109/JSEN.2017.2709908
M3 - Article
AN - SCOPUS:85021627821
VL - 17
SP - 4605
EP - 4611
JO - IEEE sensors journal
JF - IEEE sensors journal
SN - 1530-437X
IS - 14
M1 - 7936457
ER -