Yating Han , Ruichen Wang , Paul Allen , David Crosbee , Wenjie Feng
{"title":"新一代高速列车CFRP复合材料转向架框架在运行环境下的失效机理分析","authors":"Yating Han , Ruichen Wang , Paul Allen , David Crosbee , Wenjie Feng","doi":"10.1016/j.engfailanal.2025.109701","DOIUrl":null,"url":null,"abstract":"<div><div>Carbon fiber reinforced polymer (CFRP) laminated composites are gradually adopted in next-generation high-speed train bogie frames due to their superior mechanical properties. However, the failure behavior of CFRP structures under service conditions remains insufficiently understood. To address this, a progressive fatigue damage method based on element-level analysis is employed and integrated into a novel rigid–flexible coupled high-speed train model incorporating CFRP laminated bogie frames. In particular, the model established here enables real-time updates of material stiffness, strength, and governing equations in the degradation progresses based on the finite element method (FEM) and the floating frame of reference, making it particularly well-suited for analyzing the failure behavior of CFRP laminated bogie frame under service conditions. Numerical results indicate that under the excitation of track irregularity, there are three main failure modes of the bogie frame during high-speed train operation (running 100 kilometers on a straight track with a constant speed 300 km/h), i.e., matrix tensile failure (FM3), matrix compression failure (FM4), and tensile delamination (FM5). Specifically, FM3 occurs when the <span><math><msub><mrow><mi>E</mi></mrow><mrow><mn>12</mn></mrow></msub></math></span> is reduced by approximately 46%–48%, FM4 is triggered with a 21%–23% reduction in <span><math><msub><mrow><mi>E</mi></mrow><mrow><mn>12</mn></mrow></msub></math></span>, and FM5 is associated with a reduction of interlaminar tensile strength (<span><math><msub><mrow><mi>S</mi></mrow><mrow><mn>3</mn><mi>t</mi></mrow></msub></math></span>) by about 85%–87%. These findings may offer practical design guidance. Among others, symmetric ±45°ply orientations should be incorporated in shear-critical regions, such as the curved areas of the side beam, to enhance shear stiffness and delay matrix-dominated failure. Additionally, localized reinforcements, such as applying interlayer resin near the suspension areas, can help mitigate delamination risk. The numerical strategy provides a robust foundation for fatigue prediction, optimization, and the development of damage-tolerant designs for CFRP bogie frames in high-speed rail applications.</div></div>","PeriodicalId":11677,"journal":{"name":"Engineering Failure Analysis","volume":"178 ","pages":"Article 109701"},"PeriodicalIF":4.4000,"publicationDate":"2025-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analysis of failure mechanisms for CFRP laminated composite bogie frames of the next generation high-speed trains under service environment\",\"authors\":\"Yating Han , Ruichen Wang , Paul Allen , David Crosbee , Wenjie Feng\",\"doi\":\"10.1016/j.engfailanal.2025.109701\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Carbon fiber reinforced polymer (CFRP) laminated composites are gradually adopted in next-generation high-speed train bogie frames due to their superior mechanical properties. However, the failure behavior of CFRP structures under service conditions remains insufficiently understood. To address this, a progressive fatigue damage method based on element-level analysis is employed and integrated into a novel rigid–flexible coupled high-speed train model incorporating CFRP laminated bogie frames. In particular, the model established here enables real-time updates of material stiffness, strength, and governing equations in the degradation progresses based on the finite element method (FEM) and the floating frame of reference, making it particularly well-suited for analyzing the failure behavior of CFRP laminated bogie frame under service conditions. Numerical results indicate that under the excitation of track irregularity, there are three main failure modes of the bogie frame during high-speed train operation (running 100 kilometers on a straight track with a constant speed 300 km/h), i.e., matrix tensile failure (FM3), matrix compression failure (FM4), and tensile delamination (FM5). Specifically, FM3 occurs when the <span><math><msub><mrow><mi>E</mi></mrow><mrow><mn>12</mn></mrow></msub></math></span> is reduced by approximately 46%–48%, FM4 is triggered with a 21%–23% reduction in <span><math><msub><mrow><mi>E</mi></mrow><mrow><mn>12</mn></mrow></msub></math></span>, and FM5 is associated with a reduction of interlaminar tensile strength (<span><math><msub><mrow><mi>S</mi></mrow><mrow><mn>3</mn><mi>t</mi></mrow></msub></math></span>) by about 85%–87%. These findings may offer practical design guidance. Among others, symmetric ±45°ply orientations should be incorporated in shear-critical regions, such as the curved areas of the side beam, to enhance shear stiffness and delay matrix-dominated failure. Additionally, localized reinforcements, such as applying interlayer resin near the suspension areas, can help mitigate delamination risk. The numerical strategy provides a robust foundation for fatigue prediction, optimization, and the development of damage-tolerant designs for CFRP bogie frames in high-speed rail applications.</div></div>\",\"PeriodicalId\":11677,\"journal\":{\"name\":\"Engineering Failure Analysis\",\"volume\":\"178 \",\"pages\":\"Article 109701\"},\"PeriodicalIF\":4.4000,\"publicationDate\":\"2025-05-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Failure Analysis\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S135063072500442X\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Failure Analysis","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S135063072500442X","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
Analysis of failure mechanisms for CFRP laminated composite bogie frames of the next generation high-speed trains under service environment
Carbon fiber reinforced polymer (CFRP) laminated composites are gradually adopted in next-generation high-speed train bogie frames due to their superior mechanical properties. However, the failure behavior of CFRP structures under service conditions remains insufficiently understood. To address this, a progressive fatigue damage method based on element-level analysis is employed and integrated into a novel rigid–flexible coupled high-speed train model incorporating CFRP laminated bogie frames. In particular, the model established here enables real-time updates of material stiffness, strength, and governing equations in the degradation progresses based on the finite element method (FEM) and the floating frame of reference, making it particularly well-suited for analyzing the failure behavior of CFRP laminated bogie frame under service conditions. Numerical results indicate that under the excitation of track irregularity, there are three main failure modes of the bogie frame during high-speed train operation (running 100 kilometers on a straight track with a constant speed 300 km/h), i.e., matrix tensile failure (FM3), matrix compression failure (FM4), and tensile delamination (FM5). Specifically, FM3 occurs when the is reduced by approximately 46%–48%, FM4 is triggered with a 21%–23% reduction in , and FM5 is associated with a reduction of interlaminar tensile strength () by about 85%–87%. These findings may offer practical design guidance. Among others, symmetric ±45°ply orientations should be incorporated in shear-critical regions, such as the curved areas of the side beam, to enhance shear stiffness and delay matrix-dominated failure. Additionally, localized reinforcements, such as applying interlayer resin near the suspension areas, can help mitigate delamination risk. The numerical strategy provides a robust foundation for fatigue prediction, optimization, and the development of damage-tolerant designs for CFRP bogie frames in high-speed rail applications.
期刊介绍:
Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies.
Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials.
Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged.
Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.