{"title":"Nonlinear static analysis of truss core sandwich beams in three-point bending test","authors":"M. Wesołowski, Mariusz Ruchwa, S. Ručevskis","doi":"10.24425/ace.2023.147670","DOIUrl":null,"url":null,"abstract":": An analysis of sandwich beams with truss core is an important issue in many fields of industry such as civil engineering, automotive, aerospace or maritime. The objective of the present study is a nonlinear static response of sandwich beams subjected to the three-point bending test configuration. The beams are composed of two parent components: upper and lower laminated face sheets (unidirectional tape) and a pyramidal truss core manufactured by means of 3D printing. A polyamide filament strengthened with chopped carbon fibres – CF-PA-12 is used for the core development. The both, experimental and numerical analyses are presented. A detailed numerical model of the sandwich beam was developed in Abaqus software. The numerical model considers modelling of the adhesive joint with an additional layer of material placed between the parent components of the beam. A continuum hybrid solid shell elements were used to model the adhesive layer. In addition, a special care was taken to use an appropriate material model for the CF-PA-12 filament. To do so, the uniaxial tensile tests were performed on 3D printed samples. Having acquired the test data, a hyperelastic material model was evaluated based on a curve fitting approach.","PeriodicalId":45753,"journal":{"name":"Archives of Civil Engineering","volume":null,"pages":null},"PeriodicalIF":1.1000,"publicationDate":"2023-12-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Archives of Civil Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.24425/ace.2023.147670","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
: An analysis of sandwich beams with truss core is an important issue in many fields of industry such as civil engineering, automotive, aerospace or maritime. The objective of the present study is a nonlinear static response of sandwich beams subjected to the three-point bending test configuration. The beams are composed of two parent components: upper and lower laminated face sheets (unidirectional tape) and a pyramidal truss core manufactured by means of 3D printing. A polyamide filament strengthened with chopped carbon fibres – CF-PA-12 is used for the core development. The both, experimental and numerical analyses are presented. A detailed numerical model of the sandwich beam was developed in Abaqus software. The numerical model considers modelling of the adhesive joint with an additional layer of material placed between the parent components of the beam. A continuum hybrid solid shell elements were used to model the adhesive layer. In addition, a special care was taken to use an appropriate material model for the CF-PA-12 filament. To do so, the uniaxial tensile tests were performed on 3D printed samples. Having acquired the test data, a hyperelastic material model was evaluated based on a curve fitting approach.
:对带有桁架核心的夹层梁进行分析是土木工程、汽车、航空航天或海事等许多工业领域的一个重要问题。本研究的目标是对夹层梁进行非线性静态响应,并对其进行三点弯曲试验。横梁由两个母构件组成:上下层压面片(单向带)和通过 3D 打印技术制造的金字塔形桁架核心。芯材的开发使用了一种用切碎碳纤维增强的聚酰胺纤维--CF-PA-12。报告同时介绍了实验和数值分析。在 Abaqus 软件中开发了夹层梁的详细数值模型。该数值模型考虑了粘合接头的建模,并在梁的母构件之间添加了一层材料。粘合层采用连续混合实体壳元素建模。此外,还特别注意为 CF-PA-12 纤维使用适当的材料模型。为此,对 3D 打印样品进行了单轴拉伸试验。在获得测试数据后,根据曲线拟合方法对超弹性材料模型进行了评估。
期刊介绍:
ARCHIVES OF CIVIL ENGINEERING publish original papers of the theoretical, experimental, numerical and practical nature in the fields of structural mechanics, soil mechanics and foundations engineering, concrete, metal, timber and composite polymer structures, hydrotechnical structures, roads, railways and bridges, building services, building physics, management in construction, production of construction materials, construction of civil engineering structures, education of civil engineers.