{"title":"Multi-scale analysis of mechanical properties and failure behavior of SiCf/Ti composite thin-walled tubes under compression loading","authors":"Peng Zhu , Qiuyue Jia , Yumin Wang , Li Zhou","doi":"10.1016/j.tws.2025.113293","DOIUrl":null,"url":null,"abstract":"<div><div>SiC<sub>f</sub>/Ti composite thin-walled tubes exhibit a variety of fracture modes due to their complex structures and intricate manufacturing process, limiting their application. Specifically, accurate prediction of failure behavior is crucial for improving the performance of SiC<sub>f</sub>/Ti composite thin-walled tubes. In this study, a generic multi-scale analytical model was established to evaluate the mechanical properties and failure behavior of SiC<sub>f</sub>/Ti composite thin-walled tubes under uniaxial compression, and damage evolution and stress distribution at two scales were analyzed. At the macroscopic level, a three-dimensional Hashin-based orthotropic damage model was implemented through a user-defined subroutine (VUMAT), including damage initiation, stiffness degradation, and constitutive relationships. At the mesoscopic level, three mesoscopic models of different fiber distributions were developed based on random sequential addition (RSA) algorithm and representative volume element (RVE), and the mechanical behavior of the fiber/matrix interface was characterized by cohesive zone model (CZM). Subsequently, the nodal displacement of the macroscopic model was imposed on the mesoscopic model as the boundary condition, forming a strong coupling relationship at different scales. Furthermore, the influence of interfacial modeling approach on the buckling behavior and mechanical properties was particularly considered, and the interactions among capsule yield strength, capsule thickness, and fiber distribution were also integrated to discuss their effects on the damage evolution and stress distribution of SiC<sub>f</sub>/Ti composite thin-walled tubes. The results indicate that the multi-scale model can accurately capture the crack initiation, propagation and failure in SiC<sub>f</sub>/Ti composite thin-walled tubes. Moreover, the overall strength of SiC<sub>f</sub>/Ti composite thin-walled tubes can be significantly improved as the capsule strength increases or the outer capsule thickness increases. Notably, the stress variation along the axial direction of the composite core is similar to that of the inner capsule, while the outer capsule exhibits an opposite stress trend. The multi-scale method proposed in this work provides a fresh perspective for the design of SiC<sub>f</sub>/Ti composites thin-walled tubes.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"213 ","pages":"Article 113293"},"PeriodicalIF":5.7000,"publicationDate":"2025-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Thin-Walled Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263823125003878","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}
引用次数: 0
Abstract
SiCf/Ti composite thin-walled tubes exhibit a variety of fracture modes due to their complex structures and intricate manufacturing process, limiting their application. Specifically, accurate prediction of failure behavior is crucial for improving the performance of SiCf/Ti composite thin-walled tubes. In this study, a generic multi-scale analytical model was established to evaluate the mechanical properties and failure behavior of SiCf/Ti composite thin-walled tubes under uniaxial compression, and damage evolution and stress distribution at two scales were analyzed. At the macroscopic level, a three-dimensional Hashin-based orthotropic damage model was implemented through a user-defined subroutine (VUMAT), including damage initiation, stiffness degradation, and constitutive relationships. At the mesoscopic level, three mesoscopic models of different fiber distributions were developed based on random sequential addition (RSA) algorithm and representative volume element (RVE), and the mechanical behavior of the fiber/matrix interface was characterized by cohesive zone model (CZM). Subsequently, the nodal displacement of the macroscopic model was imposed on the mesoscopic model as the boundary condition, forming a strong coupling relationship at different scales. Furthermore, the influence of interfacial modeling approach on the buckling behavior and mechanical properties was particularly considered, and the interactions among capsule yield strength, capsule thickness, and fiber distribution were also integrated to discuss their effects on the damage evolution and stress distribution of SiCf/Ti composite thin-walled tubes. The results indicate that the multi-scale model can accurately capture the crack initiation, propagation and failure in SiCf/Ti composite thin-walled tubes. Moreover, the overall strength of SiCf/Ti composite thin-walled tubes can be significantly improved as the capsule strength increases or the outer capsule thickness increases. Notably, the stress variation along the axial direction of the composite core is similar to that of the inner capsule, while the outer capsule exhibits an opposite stress trend. The multi-scale method proposed in this work provides a fresh perspective for the design of SiCf/Ti composites thin-walled tubes.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.