Semi-automated discrete-element modelling of arch structures incorporating SfM photogrammetry

被引:0
|
作者
Kassotakis, Nicko [1 ,2 ]
Sarhosis, Vasilis [3 ]
Peppa, Maria-Valasia [4 ]
Mills, Jon P. [4 ]
机构
[1] Imetrum, Bristol, Avon, England
[2] Univ Exeter, Coll Engn Math & Phys Sci, Penryn, Cornwall, England
[3] Univ Leeds, Sch Civil Engn, Leeds, W Yorkshire, England
[4] Newcastle Univ, Sch Engn, Newcastle Upon Tyne, Tyne & Wear, England
基金
英国工程与自然科学研究理事会;
关键词
discrete-element method; geometric irregularity; geometric model; geometric uncertainty; masonry; SfM photogrammetry; structural analysis; MINIMUM THICKNESS; MASONRY WALLS; THRUST-LINE; BEHAVIOR; STEREOTOMY; INPLANE;
D O I
10.1680/jenhh.21.00007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents Image2DEM, a framework for the semi-automated structural analysis of arches. Numerical models of arch specimens were semi-automatically developed from structure-from-motion (SfM) photogrammetry, by employing image-processing techniques, to bypass laborious computer-aided design (Cad)-based processes. Then, the numerical models of the proposed framework were assessed by comparison with a conventional Cad-based framework in terms of (a) geometrical agreement (i.e. joint and block properties) and (b) structural capacity agreement (i.e. stiffness, load multipliers and normal forces between joints at each hinge formation). The results firstly demonstrated SfM photogrammetry as an effective avenue of structural surveying for numerical modelling. Afterwards, the numerical models developed from the proposed and conventional frameworks were demonstrated to have good agreement in terms of geometry. Furthermore, good agreement was also found in the predicted structural capacity, with differences in structural capacity of less than 7%. Although only the potential to capture both the geometry and structural capacity of small-scale arch structures was demonstrated here, this study lays the foundation for automated geometry acquisition for arches for their structural analysis.
引用
收藏
页码:3 / 17
页数:15
相关论文
共 50 条
  • [1] Discrete-element modelling of detachment folding
    Hardy, S
    Finch, E
    BASIN RESEARCH, 2005, 17 (04) : 507 - 520
  • [2] Discrete-element method modelling of structural clay
    Xu, Jiawei
    Ye, Junneng
    Sun, Jin
    Bian, Xuecheng
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2023, 177 (06) : 717 - 732
  • [3] Particle breakage criteria in discrete-element modelling
    de Bono, J.
    Mcdowell, G.
    GEOTECHNIQUE, 2016, 66 (12): : 1014 - 1027
  • [4] Discrete-element modelling: methods and applications in the environmental sciences
    Richards, K
    Bithell, M
    Dove, M
    Hodge, R
    PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2004, 362 (1822): : 1797 - 1816
  • [5] Subtleties in discrete-element modelling of wet granular soils
    Duriez, J.
    Wan, R.
    GEOTECHNIQUE, 2017, 67 (04): : 365 - 370
  • [6] DISCRETE-ELEMENT METHODS FOR STABILITY ANALYSIS OF COMPLEX STRUCTURES
    PRZEMIENIECKI, JS
    AERONAUTICAL JOURNAL, 1968, 72 (696): : 1077 - +
  • [7] SiteCity: A semi-automated site modelling system
    Hsieh, Y
    1996 IEEE COMPUTER SOCIETY CONFERENCE ON COMPUTER VISION AND PATTERN RECOGNITION, PROCEEDINGS, 1996, : 499 - 506
  • [8] Modelling human performance in semi-automated systems
    Bunting, AJ
    Belyavin, AJ
    PEOPLE IN CONTROL, 1999, (463): : 21 - 25
  • [9] Semi-automated Modelling of Optimized BPMN Processes
    Falcone, Ylies
    Salaun, Gwen
    Zuo, Ahang
    2021 IEEE INTERNATIONAL CONFERENCE ON SERVICES COMPUTING (SCC 2021), 2021, : 425 - 430
  • [10] Modelling human performance in semi-automated systems
    Bunting, A.J.
    Belyavin, A.J.
    IEE Conference Publication, 1999, (463): : 21 - 25