{"title":"Curved grid connector for concrete sandwich shell: a continuum approach","authors":"Jiaxu Shi , Mostafa Yossef , An Chen , Jing Sun","doi":"10.1016/j.compstruct.2025.119361","DOIUrl":null,"url":null,"abstract":"<div><div>Grid connector has been widely used for insulated concrete sandwich panel (ICSP). This paper proposes an innovative curved grid connector for concrete sandwich shell and derives an analytical model using a continuum approach. Firstly, the curved grid is homogenized into a fan-shaped continuum and an equivalent stiffness matrix <span><math><msup><mrow><mrow><mi>C</mi></mrow></mrow><mi>H</mi></msup></math></span> is obtained, reflecting the constitutive relations of the curved grid in macroscale. Next, the expression of the circumference shear stiffness of the curved grid is derived and verified by Finite Element (FE) models. It can be found that the curved grid connectors have the characteristics of trigonometrically distributed shear stiffness <span><math><mrow><mi>k</mi><mfenced><mrow><mi>φ</mi></mrow></mfenced></mrow></math></span> along the circumferential direction <span><math><mi>φ</mi></math></span>. According to the parametric study, the maximum shear stiffness is at the vertex angle of grid members <span><math><mrow><mi>β</mi><mo>=</mo><mi>π</mi><mo>/</mo><mn>2</mn></mrow></math></span>, while <span><math><mrow><mi>k</mi><mfenced><mrow><mi>φ</mi></mrow></mfenced></mrow></math></span> becomes constant at <span><math><mrow><mi>β</mi><mo>=</mo><mi>π</mi><mo>/</mo><mn>4</mn></mrow></math></span> and <span><math><mrow><mi>β</mi><mo>=</mo><mn>3</mn><mi>π</mi><mo>/</mo><mn>4</mn></mrow></math></span>. Additionally, denser arrangement and smaller cross-section of the grid members result in higher stiffness for the same number of connectors. Finally, the bending test of the sandwich shell with a grid connector is presented. The good correlation between the test and analytical results demonstrates the feasibility of applying the analytical model to sandwich shells. The method presented in this paper can be employed for structural optimization and design.</div></div>","PeriodicalId":281,"journal":{"name":"Composite Structures","volume":"370 ","pages":"Article 119361"},"PeriodicalIF":7.1000,"publicationDate":"2025-06-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Composite Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263822325005264","RegionNum":2,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATERIALS SCIENCE, COMPOSITES","Score":null,"Total":0}
引用次数: 0
Abstract
Grid connector has been widely used for insulated concrete sandwich panel (ICSP). This paper proposes an innovative curved grid connector for concrete sandwich shell and derives an analytical model using a continuum approach. Firstly, the curved grid is homogenized into a fan-shaped continuum and an equivalent stiffness matrix is obtained, reflecting the constitutive relations of the curved grid in macroscale. Next, the expression of the circumference shear stiffness of the curved grid is derived and verified by Finite Element (FE) models. It can be found that the curved grid connectors have the characteristics of trigonometrically distributed shear stiffness along the circumferential direction . According to the parametric study, the maximum shear stiffness is at the vertex angle of grid members , while becomes constant at and . Additionally, denser arrangement and smaller cross-section of the grid members result in higher stiffness for the same number of connectors. Finally, the bending test of the sandwich shell with a grid connector is presented. The good correlation between the test and analytical results demonstrates the feasibility of applying the analytical model to sandwich shells. The method presented in this paper can be employed for structural optimization and design.
期刊介绍:
The past few decades have seen outstanding advances in the use of composite materials in structural applications. There can be little doubt that, within engineering circles, composites have revolutionised traditional design concepts and made possible an unparalleled range of new and exciting possibilities as viable materials for construction. Composite Structures, an International Journal, disseminates knowledge between users, manufacturers, designers and researchers involved in structures or structural components manufactured using composite materials.
The journal publishes papers which contribute to knowledge in the use of composite materials in engineering structures. Papers deal with design, research and development studies, experimental investigations, theoretical analysis and fabrication techniques relevant to the application of composites in load-bearing components for assemblies, ranging from individual components such as plates and shells to complete composite structures.