{"title":"Enhancing the interlaminar toughness and impact resistance of CFRP using MWCNTs and core-shell rubber synergistic strategy","authors":"Guojun Zhao, Xiaoyu Zhang, Wei Qiang, Xin Zhang","doi":"10.1016/j.tws.2025.113146","DOIUrl":null,"url":null,"abstract":"<div><div>Enhancing the toughness and impact resistance of composite materials is becoming increasingly important. This study investigates the effects of multi-walled carbon nanotubes (MWCNTs) and core-shell rubber (CSR) particles on the mechanical properties and interlaminar fracture toughness of epoxy resin-based carbon fiber-reinforced polymer (CFRP) composites. The synergistic toughening mechanisms are explored through scanning electron microscopy and non-destructive testing. Results show that incorporating CSR individually reduces the modulus and maximum stress of epoxy resin but significantly enhances its fracture toughness by 82% when it is hybrid with MWCNTs synergistically. The hybrid modification of MWCNTs and CSR in CFRP laminates exhibited superior interlaminar toughening efficiency, with values increasing by 149% in mode I fracture and 80% in mode II fracture. These results demonstrate that CSR activates more MWCNTs in the resin, significantly improving the interlaminar fracture toughness of CFRP laminates. Furthermore, the hybrid-modified CFRP laminates effectively mitigated barely visible impact damage (5 J) and maintained damage resistance under higher energy impacts (up to 20 J), demonstrating enhanced impact tolerance, and showing remarkable resistance to damage evolution.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"212 ","pages":"Article 113146"},"PeriodicalIF":5.7000,"publicationDate":"2025-03-04","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/S026382312500240X","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
Enhancing the toughness and impact resistance of composite materials is becoming increasingly important. This study investigates the effects of multi-walled carbon nanotubes (MWCNTs) and core-shell rubber (CSR) particles on the mechanical properties and interlaminar fracture toughness of epoxy resin-based carbon fiber-reinforced polymer (CFRP) composites. The synergistic toughening mechanisms are explored through scanning electron microscopy and non-destructive testing. Results show that incorporating CSR individually reduces the modulus and maximum stress of epoxy resin but significantly enhances its fracture toughness by 82% when it is hybrid with MWCNTs synergistically. The hybrid modification of MWCNTs and CSR in CFRP laminates exhibited superior interlaminar toughening efficiency, with values increasing by 149% in mode I fracture and 80% in mode II fracture. These results demonstrate that CSR activates more MWCNTs in the resin, significantly improving the interlaminar fracture toughness of CFRP laminates. Furthermore, the hybrid-modified CFRP laminates effectively mitigated barely visible impact damage (5 J) and maintained damage resistance under higher energy impacts (up to 20 J), demonstrating enhanced impact tolerance, and showing remarkable resistance to damage evolution.
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.