Terrestrial Laser Scanning-Based Deformation Analysis for Arch and Beam Structures

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  • Jiangsu University of Science and Technology (JUST)
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OriginalspracheEnglisch
Aufsatznummer7936457
Seiten (von - bis)4605-4611
Seitenumfang7
FachzeitschriftIEEE sensors journal
Jahrgang17
Ausgabenummer14
PublikationsstatusVeröffentlicht - 15 Juli 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.

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Terrestrial Laser Scanning-Based Deformation Analysis for Arch and Beam Structures. / Yang, Hao; Xu, Xiangyang; Xu, Wei et al.
in: IEEE sensors journal, Jahrgang 17, Nr. 14, 7936457, 15.07.2017, S. 4605-4611.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Yang H, Xu X, Xu W, Neumann I. Terrestrial Laser Scanning-Based Deformation Analysis for Arch and Beam Structures. IEEE sensors journal. 2017 Jul 15;17(14):4605-4611. 7936457. doi: 10.1109/JSEN.2017.2709908
Yang, Hao ; Xu, Xiangyang ; Xu, Wei et al. / Terrestrial Laser Scanning-Based Deformation Analysis for Arch and Beam Structures. in: IEEE sensors journal. 2017 ; Jahrgang 17, Nr. 14. S. 4605-4611.
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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.",
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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.

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