Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rods

In order to more efficiently solve the internal forces and deformations of the curved rod reciprocal structures transformed from the Archimedes paving, the reference point is defined on the curved rod element in this paper. On the basic of the static equilibrium relationship between the forces at th...

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Main Authors: XIA Yongqiang, XU Yimin, NI Keyi, XIAO Nan, FAN Lei, SONG Fangyuan, JIN Hui
Format: Article
Language:zho
Published: EDP Sciences 2024-12-01
Series:Xibei Gongye Daxue Xuebao
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Online Access:https://www.jnwpu.org/articles/jnwpu/full_html/2024/06/jnwpu2024426p1119/jnwpu2024426p1119.html
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author XIA Yongqiang
XU Yimin
NI Keyi
XIAO Nan
FAN Lei
SONG Fangyuan
JIN Hui
author_facet XIA Yongqiang
XU Yimin
NI Keyi
XIAO Nan
FAN Lei
SONG Fangyuan
JIN Hui
author_sort XIA Yongqiang
collection DOAJ
description In order to more efficiently solve the internal forces and deformations of the curved rod reciprocal structures transformed from the Archimedes paving, the reference point is defined on the curved rod element in this paper. On the basic of the static equilibrium relationship between the forces at the reciprocal articulated joints and the generalized nodal loads at the reference point, the static equilibrium equation of the curved rod reciprocal structure is established. By solving the equilibrium equation, the nodal forces of the curved rod reciprocal structure can be obtained. Furthermore, the internal forces and deformations of the reciprocal curved rod in the cylindrical coordinate system are derived by coordinate transformations. Finally, a quadrilateral curved rod reciprocal frame and a curved rod reciprocal structure transformed from the 63 type of Archimedes paving are studied respectively by proposed method and finite element method with ANSYS software. Results shows that the error rate of the nodal forces and nodal displacements between the numerical simulation and the theoretical calculation is less than 5%. The proposed method is not only reliable in static forces calculation, but also simplicity and efficiency in solution process.
format Article
id doaj-art-b2ab0a737dbb492ab43ef76e45f1e39e
institution Kabale University
issn 1000-2758
2609-7125
language zho
publishDate 2024-12-01
publisher EDP Sciences
record_format Article
series Xibei Gongye Daxue Xuebao
spelling doaj-art-b2ab0a737dbb492ab43ef76e45f1e39e2025-02-07T08:23:13ZzhoEDP SciencesXibei Gongye Daxue Xuebao1000-27582609-71252024-12-014261119112510.1051/jnwpu/20244261119jnwpu2024426p1119Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rodsXIA Yongqiang0XU Yimin1NI Keyi2XIAO Nan3FAN Lei4SONG Fangyuan5JIN Hui6School of Civil Engineering and Architecture, Zhejiang University of Science and TechnologySchool of Management, Zhejiang University of TechnologyFaculty of Social Science and Law, University of BristolCollege of Civil Engineering and Architecture, Zhejiang UniversitySchool of Civil Engineering and Architecture, Zhejiang University of Science and TechnologySchool of Civil Engineering and Architecture, Zhejiang University of Science and TechnologySchool of Civil Engineering and Architecture, Zhejiang University of Science and TechnologyIn order to more efficiently solve the internal forces and deformations of the curved rod reciprocal structures transformed from the Archimedes paving, the reference point is defined on the curved rod element in this paper. On the basic of the static equilibrium relationship between the forces at the reciprocal articulated joints and the generalized nodal loads at the reference point, the static equilibrium equation of the curved rod reciprocal structure is established. By solving the equilibrium equation, the nodal forces of the curved rod reciprocal structure can be obtained. Furthermore, the internal forces and deformations of the reciprocal curved rod in the cylindrical coordinate system are derived by coordinate transformations. Finally, a quadrilateral curved rod reciprocal frame and a curved rod reciprocal structure transformed from the 63 type of Archimedes paving are studied respectively by proposed method and finite element method with ANSYS software. Results shows that the error rate of the nodal forces and nodal displacements between the numerical simulation and the theoretical calculation is less than 5%. The proposed method is not only reliable in static forces calculation, but also simplicity and efficiency in solution process.https://www.jnwpu.org/articles/jnwpu/full_html/2024/06/jnwpu2024426p1119/jnwpu2024426p1119.htmlcurved rod reciprocal structurearchimedes pavingstatic calculationcylindrical coordinate systemfinite element analysis(fea)
spellingShingle XIA Yongqiang
XU Yimin
NI Keyi
XIAO Nan
FAN Lei
SONG Fangyuan
JIN Hui
Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rods
Xibei Gongye Daxue Xuebao
curved rod reciprocal structure
archimedes paving
static calculation
cylindrical coordinate system
finite element analysis(fea)
title Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rods
title_full Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rods
title_fullStr Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rods
title_full_unstemmed Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rods
title_short Novel static calculation approach for reciprocal structures assembled by Archimedes paving curved rods
title_sort novel static calculation approach for reciprocal structures assembled by archimedes paving curved rods
topic curved rod reciprocal structure
archimedes paving
static calculation
cylindrical coordinate system
finite element analysis(fea)
url https://www.jnwpu.org/articles/jnwpu/full_html/2024/06/jnwpu2024426p1119/jnwpu2024426p1119.html
work_keys_str_mv AT xiayongqiang novelstaticcalculationapproachforreciprocalstructuresassembledbyarchimedespavingcurvedrods
AT xuyimin novelstaticcalculationapproachforreciprocalstructuresassembledbyarchimedespavingcurvedrods
AT nikeyi novelstaticcalculationapproachforreciprocalstructuresassembledbyarchimedespavingcurvedrods
AT xiaonan novelstaticcalculationapproachforreciprocalstructuresassembledbyarchimedespavingcurvedrods
AT fanlei novelstaticcalculationapproachforreciprocalstructuresassembledbyarchimedespavingcurvedrods
AT songfangyuan novelstaticcalculationapproachforreciprocalstructuresassembledbyarchimedespavingcurvedrods
AT jinhui novelstaticcalculationapproachforreciprocalstructuresassembledbyarchimedespavingcurvedrods