Jiarong Shi , Haitao Li , Xing Guo , Yue Chen , Wenjing Zhou , Conggan Yuan
{"title":"叠层竹材和叠层扁平化竹材的II型断裂性能","authors":"Jiarong Shi , Haitao Li , Xing Guo , Yue Chen , Wenjing Zhou , Conggan Yuan","doi":"10.1016/j.conbuildmat.2025.142054","DOIUrl":null,"url":null,"abstract":"<div><div>This study investigates the Mode II fracture behavior of laminated bamboo lumber (LBL) and flattened bamboo lumber (LFBL). ENF (end-notched flexure) specimens with varying initial crack lengths and geometric dimensions were designed to evaluate their fracture properties. The fracture process zone (FPZ) and crack propagation phases were systematically analyzed using fracture testing, digital image correlation (DIC) techniques, and scanning electron microscopy (SEM). The compliance beam method (CBB) and the equivalent crack length approach were employed to determine the strain energy release rate (G<sub>Ⅱ</sub>) for both LBL and LFBL specimens. The results revealed that when the initial crack was relatively short, both LBL and LFBL specimens primarily exhibited bending failure. However, as the crack length exceeded a critical threshold, the failure mode transitioned to fracture failure. Increasing the specimen width significantly improved the uniformity of shear stress distribution and enhanced the fiber bridging effect, thereby markedly boosting crack resistance. Additionally, LBL demonstrated higher critical load (<em>P</em><sub>c</sub>) and critical strain energy release rate (G<sub>Ⅱc</sub>), indicating superior performance in suppressing crack propagation. These findings provide a scientific foundation for the development of high-performance, environmentally friendly composite materials and contribute valuable insights to the field of materials fracture mechanics.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"487 ","pages":"Article 142054"},"PeriodicalIF":8.0000,"publicationDate":"2025-06-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Mode II fracture properties of laminated bamboo lumber and laminated flattened-bamboo lumber\",\"authors\":\"Jiarong Shi , Haitao Li , Xing Guo , Yue Chen , Wenjing Zhou , Conggan Yuan\",\"doi\":\"10.1016/j.conbuildmat.2025.142054\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study investigates the Mode II fracture behavior of laminated bamboo lumber (LBL) and flattened bamboo lumber (LFBL). ENF (end-notched flexure) specimens with varying initial crack lengths and geometric dimensions were designed to evaluate their fracture properties. The fracture process zone (FPZ) and crack propagation phases were systematically analyzed using fracture testing, digital image correlation (DIC) techniques, and scanning electron microscopy (SEM). The compliance beam method (CBB) and the equivalent crack length approach were employed to determine the strain energy release rate (G<sub>Ⅱ</sub>) for both LBL and LFBL specimens. The results revealed that when the initial crack was relatively short, both LBL and LFBL specimens primarily exhibited bending failure. However, as the crack length exceeded a critical threshold, the failure mode transitioned to fracture failure. Increasing the specimen width significantly improved the uniformity of shear stress distribution and enhanced the fiber bridging effect, thereby markedly boosting crack resistance. Additionally, LBL demonstrated higher critical load (<em>P</em><sub>c</sub>) and critical strain energy release rate (G<sub>Ⅱc</sub>), indicating superior performance in suppressing crack propagation. These findings provide a scientific foundation for the development of high-performance, environmentally friendly composite materials and contribute valuable insights to the field of materials fracture mechanics.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"487 \",\"pages\":\"Article 142054\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-06-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825022056\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825022056","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Mode II fracture properties of laminated bamboo lumber and laminated flattened-bamboo lumber
This study investigates the Mode II fracture behavior of laminated bamboo lumber (LBL) and flattened bamboo lumber (LFBL). ENF (end-notched flexure) specimens with varying initial crack lengths and geometric dimensions were designed to evaluate their fracture properties. The fracture process zone (FPZ) and crack propagation phases were systematically analyzed using fracture testing, digital image correlation (DIC) techniques, and scanning electron microscopy (SEM). The compliance beam method (CBB) and the equivalent crack length approach were employed to determine the strain energy release rate (GⅡ) for both LBL and LFBL specimens. The results revealed that when the initial crack was relatively short, both LBL and LFBL specimens primarily exhibited bending failure. However, as the crack length exceeded a critical threshold, the failure mode transitioned to fracture failure. Increasing the specimen width significantly improved the uniformity of shear stress distribution and enhanced the fiber bridging effect, thereby markedly boosting crack resistance. Additionally, LBL demonstrated higher critical load (Pc) and critical strain energy release rate (GⅡc), indicating superior performance in suppressing crack propagation. These findings provide a scientific foundation for the development of high-performance, environmentally friendly composite materials and contribute valuable insights to the field of materials fracture mechanics.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.