{"title":"结合SfM摄影测量的拱形结构半自动离散元建模","authors":"N. Kassotakis, V. Sarhosis, M. Peppa, J. Mills","doi":"10.1680/jenhh.21.00007","DOIUrl":null,"url":null,"abstract":"This paper presents “Image2DEM”, a framework for the semi-automated structural analysis of arches. Numerical models of arch specimens are semi-automatically developed from Structure-from-Motion (SfM) photogrammetry, by employing image processing techniques (IPTs) to bypass laborious CAD-based processes. Then, the numerical models of the proposed framework are assessed by comparison to 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). Results firstly demonstrated SfM photogrammetry as an effective avenue of structural surveying for numerical modelling. After, the numerical models developed from the proposed and conventional framework were demonstrated to have a 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.","PeriodicalId":42072,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering History and Heritage","volume":" ","pages":""},"PeriodicalIF":0.4000,"publicationDate":"2022-12-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Semi-automated discrete element modelling of arch structures incorporating SfM photogrammetry\",\"authors\":\"N. Kassotakis, V. Sarhosis, M. Peppa, J. Mills\",\"doi\":\"10.1680/jenhh.21.00007\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This paper presents “Image2DEM”, a framework for the semi-automated structural analysis of arches. Numerical models of arch specimens are semi-automatically developed from Structure-from-Motion (SfM) photogrammetry, by employing image processing techniques (IPTs) to bypass laborious CAD-based processes. Then, the numerical models of the proposed framework are assessed by comparison to 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). Results firstly demonstrated SfM photogrammetry as an effective avenue of structural surveying for numerical modelling. After, the numerical models developed from the proposed and conventional framework were demonstrated to have a 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.\",\"PeriodicalId\":42072,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Engineering History and Heritage\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":0.4000,\"publicationDate\":\"2022-12-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Engineering History and Heritage\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/jenhh.21.00007\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"Engineering\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Engineering History and Heritage","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jenhh.21.00007","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"Engineering","Score":null,"Total":0}
Semi-automated discrete element modelling of arch structures incorporating SfM photogrammetry
This paper presents “Image2DEM”, a framework for the semi-automated structural analysis of arches. Numerical models of arch specimens are semi-automatically developed from Structure-from-Motion (SfM) photogrammetry, by employing image processing techniques (IPTs) to bypass laborious CAD-based processes. Then, the numerical models of the proposed framework are assessed by comparison to 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). Results firstly demonstrated SfM photogrammetry as an effective avenue of structural surveying for numerical modelling. After, the numerical models developed from the proposed and conventional framework were demonstrated to have a 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.