{"title":"三维打印混凝土的可建造性有限元分析,包括弹性屈曲破坏和塑性流动破坏","authors":"Qinbin Chen , Gabriel B. Barbat , Miguel Cervera","doi":"10.1016/j.engstruct.2025.120675","DOIUrl":null,"url":null,"abstract":"<div><div>The present work proposes a novel framework for the numerical simulation of 3D printed concrete structures. For this, a constitutive model is proposed to reproduce the material behavior featuring aging, tensile and compressive damage, irreversible strain and creep. This is combined with a large-displacement framework to perform the buildability analysis of 3D printed concrete structures taking into account failure by both elastic buckling and plastic flow. In this work, a total of four numerical simulations of 3D printing of concrete are included, all of them being experiments reported in the literature: a straight wall, a hollow cylindrical wall, a large hollow square wall and a small hollow square wall. The results show the ability of the model to reproduce failure by elastic buckling and plastic flow with precision, effectively predicting the buildability of the 3D printed concrete structures.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"340 ","pages":"Article 120675"},"PeriodicalIF":6.4000,"publicationDate":"2025-06-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow\",\"authors\":\"Qinbin Chen , Gabriel B. Barbat , Miguel Cervera\",\"doi\":\"10.1016/j.engstruct.2025.120675\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The present work proposes a novel framework for the numerical simulation of 3D printed concrete structures. For this, a constitutive model is proposed to reproduce the material behavior featuring aging, tensile and compressive damage, irreversible strain and creep. This is combined with a large-displacement framework to perform the buildability analysis of 3D printed concrete structures taking into account failure by both elastic buckling and plastic flow. In this work, a total of four numerical simulations of 3D printing of concrete are included, all of them being experiments reported in the literature: a straight wall, a hollow cylindrical wall, a large hollow square wall and a small hollow square wall. The results show the ability of the model to reproduce failure by elastic buckling and plastic flow with precision, effectively predicting the buildability of the 3D printed concrete structures.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"340 \",\"pages\":\"Article 120675\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-06-06\",\"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/S0141029625010661\",\"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/S0141029625010661","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}
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow
The present work proposes a novel framework for the numerical simulation of 3D printed concrete structures. For this, a constitutive model is proposed to reproduce the material behavior featuring aging, tensile and compressive damage, irreversible strain and creep. This is combined with a large-displacement framework to perform the buildability analysis of 3D printed concrete structures taking into account failure by both elastic buckling and plastic flow. In this work, a total of four numerical simulations of 3D printing of concrete are included, all of them being experiments reported in the literature: a straight wall, a hollow cylindrical wall, a large hollow square wall and a small hollow square wall. The results show the ability of the model to reproduce failure by elastic buckling and plastic flow with precision, effectively predicting the buildability of the 3D printed concrete structures.
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.