Dag Pasquale Pasca , Angelo Aloisio , Yuri De Santis , Hauke Burkart , Audun Øvrum
{"title":"基于视觉的分类模型,用于对回收的结构木材进行分级再利用:理论、数值和实验研究","authors":"Dag Pasquale Pasca , Angelo Aloisio , Yuri De Santis , Hauke Burkart , Audun Øvrum","doi":"10.1016/j.engstruct.2024.119218","DOIUrl":null,"url":null,"abstract":"<div><div>Among the key benefits of using structural timber is its potential for reuse after being dismantled from an existing building. Recycling and reuse are central concepts in the circular economy. However, the installation and dismantling of structural elements often leave traces from previous use, such as holes from connectors like dowels or screws, internal piping and cabling. Therefore, it is crucial to develop methods to rigorously quantify the reduced load-bearing capacity of recycled beams due to potential holes using efficient and expedited methods akin to visual grading approaches. This work proposes a visual-based method for classifying recycled timber based on the geometric characteristics of the artificial holes. A stochastic mechanics-based numerical model was developed to predict the bending strength reduction of beams with random hole patterns and thus generate an extensive dataset for calibrating data-driven binary classification models. Machine learning and conditional classification models are used to determine if the reduction in bending strength is greater or less than 20%, being the predefined threshold value for reduced strength grading. An experimental campaign on timber beams with specific hole patterns, determined after experimental design, led to the numerical model validation and the calibration of thresholds for the conditional classification model, which relies on a single feature: the sum of the diameters of the holes in two beam regions. The study shows that with an elementary conditional model, high-performance metrics of the binary classification model comparable to machine learning techniques can be achieved. In other words, with a balanced dataset, accuracies over 80% in classifying the level of capacity reduction, greater or lesser than 20%, can be achieved simply by comparing the sum of diameters to a predetermined threshold. This method currently fills a regulatory and methodological gap in safely reusing structural timber.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"322 ","pages":"Article 119218"},"PeriodicalIF":5.6000,"publicationDate":"2024-10-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Visual-based classification models for grading reclaimed structural timber for reuse: A theoretical, numerical and experimental investigation\",\"authors\":\"Dag Pasquale Pasca , Angelo Aloisio , Yuri De Santis , Hauke Burkart , Audun Øvrum\",\"doi\":\"10.1016/j.engstruct.2024.119218\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Among the key benefits of using structural timber is its potential for reuse after being dismantled from an existing building. Recycling and reuse are central concepts in the circular economy. However, the installation and dismantling of structural elements often leave traces from previous use, such as holes from connectors like dowels or screws, internal piping and cabling. Therefore, it is crucial to develop methods to rigorously quantify the reduced load-bearing capacity of recycled beams due to potential holes using efficient and expedited methods akin to visual grading approaches. This work proposes a visual-based method for classifying recycled timber based on the geometric characteristics of the artificial holes. A stochastic mechanics-based numerical model was developed to predict the bending strength reduction of beams with random hole patterns and thus generate an extensive dataset for calibrating data-driven binary classification models. Machine learning and conditional classification models are used to determine if the reduction in bending strength is greater or less than 20%, being the predefined threshold value for reduced strength grading. An experimental campaign on timber beams with specific hole patterns, determined after experimental design, led to the numerical model validation and the calibration of thresholds for the conditional classification model, which relies on a single feature: the sum of the diameters of the holes in two beam regions. The study shows that with an elementary conditional model, high-performance metrics of the binary classification model comparable to machine learning techniques can be achieved. In other words, with a balanced dataset, accuracies over 80% in classifying the level of capacity reduction, greater or lesser than 20%, can be achieved simply by comparing the sum of diameters to a predetermined threshold. This method currently fills a regulatory and methodological gap in safely reusing structural timber.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"322 \",\"pages\":\"Article 119218\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-10-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029624017802\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029624017802","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Visual-based classification models for grading reclaimed structural timber for reuse: A theoretical, numerical and experimental investigation
Among the key benefits of using structural timber is its potential for reuse after being dismantled from an existing building. Recycling and reuse are central concepts in the circular economy. However, the installation and dismantling of structural elements often leave traces from previous use, such as holes from connectors like dowels or screws, internal piping and cabling. Therefore, it is crucial to develop methods to rigorously quantify the reduced load-bearing capacity of recycled beams due to potential holes using efficient and expedited methods akin to visual grading approaches. This work proposes a visual-based method for classifying recycled timber based on the geometric characteristics of the artificial holes. A stochastic mechanics-based numerical model was developed to predict the bending strength reduction of beams with random hole patterns and thus generate an extensive dataset for calibrating data-driven binary classification models. Machine learning and conditional classification models are used to determine if the reduction in bending strength is greater or less than 20%, being the predefined threshold value for reduced strength grading. An experimental campaign on timber beams with specific hole patterns, determined after experimental design, led to the numerical model validation and the calibration of thresholds for the conditional classification model, which relies on a single feature: the sum of the diameters of the holes in two beam regions. The study shows that with an elementary conditional model, high-performance metrics of the binary classification model comparable to machine learning techniques can be achieved. In other words, with a balanced dataset, accuracies over 80% in classifying the level of capacity reduction, greater or lesser than 20%, can be achieved simply by comparing the sum of diameters to a predetermined threshold. This method currently fills a regulatory and methodological gap in safely reusing structural timber.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.