Qianzhi Huang , Zhiqiang Wang , Ye He , Yi Du , Meng Gong
{"title":"释放槽、边隙和横层纵横比对速生杉木CLT抗剪性能的影响","authors":"Qianzhi Huang , Zhiqiang Wang , Ye He , Yi Du , Meng Gong","doi":"10.1016/j.conbuildmat.2025.143955","DOIUrl":null,"url":null,"abstract":"<div><div>To promote the utilization of local species in cross-laminated timber (CLT), fast-growing Chinese fir, an important wood specie in southern China, has recently been developed for CLT production. The short-span four-point bending tests were conducted to evaluate the shear performance of Chinese fir CLT. An orthogonal experiment was employed to investigate the influences of manufacturing parameters of the transverse layer, such as the aspect ratio, width of edge gaps, and depth of stress release grooves, on the ultimate load-bearing capacity of CLT in shear test. Shear strength of CLT was calculated using three theoretical methods, and the results were compared to assess the differences among them. It was found that rolling shear failure was the main failure mode among the four failure modes of specimens under short-span four-point bending test. For specimens with edge gaps or release grooves, rolling shear cracks were observed around these features. Aspect ratio of transverse layer had slight positive influence on the CLT shear performance. However, both stress release grooves and edge gaps of transverse layer showed significant negative influence. Furthermore, the shear strength calculated by the GB 50005–2017 method is relatively close to that calculated by shear analogy method, whereas the shear strength calculated by the gamma method is lower than the theoretical values calculated by the other two methods. The findings here provide practical guidance for the engineering design and application of fast-growing Chinese fir CLT.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"497 ","pages":"Article 143955"},"PeriodicalIF":8.0000,"publicationDate":"2025-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of release grooves, edge gaps and aspect ratios of transverse layer on shear performance of CLT made from fast-growing Chinese fir\",\"authors\":\"Qianzhi Huang , Zhiqiang Wang , Ye He , Yi Du , Meng Gong\",\"doi\":\"10.1016/j.conbuildmat.2025.143955\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>To promote the utilization of local species in cross-laminated timber (CLT), fast-growing Chinese fir, an important wood specie in southern China, has recently been developed for CLT production. The short-span four-point bending tests were conducted to evaluate the shear performance of Chinese fir CLT. An orthogonal experiment was employed to investigate the influences of manufacturing parameters of the transverse layer, such as the aspect ratio, width of edge gaps, and depth of stress release grooves, on the ultimate load-bearing capacity of CLT in shear test. Shear strength of CLT was calculated using three theoretical methods, and the results were compared to assess the differences among them. It was found that rolling shear failure was the main failure mode among the four failure modes of specimens under short-span four-point bending test. For specimens with edge gaps or release grooves, rolling shear cracks were observed around these features. Aspect ratio of transverse layer had slight positive influence on the CLT shear performance. However, both stress release grooves and edge gaps of transverse layer showed significant negative influence. Furthermore, the shear strength calculated by the GB 50005–2017 method is relatively close to that calculated by shear analogy method, whereas the shear strength calculated by the gamma method is lower than the theoretical values calculated by the other two methods. The findings here provide practical guidance for the engineering design and application of fast-growing Chinese fir CLT.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"497 \",\"pages\":\"Article 143955\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-10-08\",\"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/S0950061825041066\",\"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/S0950061825041066","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}
Influence of release grooves, edge gaps and aspect ratios of transverse layer on shear performance of CLT made from fast-growing Chinese fir
To promote the utilization of local species in cross-laminated timber (CLT), fast-growing Chinese fir, an important wood specie in southern China, has recently been developed for CLT production. The short-span four-point bending tests were conducted to evaluate the shear performance of Chinese fir CLT. An orthogonal experiment was employed to investigate the influences of manufacturing parameters of the transverse layer, such as the aspect ratio, width of edge gaps, and depth of stress release grooves, on the ultimate load-bearing capacity of CLT in shear test. Shear strength of CLT was calculated using three theoretical methods, and the results were compared to assess the differences among them. It was found that rolling shear failure was the main failure mode among the four failure modes of specimens under short-span four-point bending test. For specimens with edge gaps or release grooves, rolling shear cracks were observed around these features. Aspect ratio of transverse layer had slight positive influence on the CLT shear performance. However, both stress release grooves and edge gaps of transverse layer showed significant negative influence. Furthermore, the shear strength calculated by the GB 50005–2017 method is relatively close to that calculated by shear analogy method, whereas the shear strength calculated by the gamma method is lower than the theoretical values calculated by the other two methods. The findings here provide practical guidance for the engineering design and application of fast-growing Chinese fir CLT.
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.