{"title":"Interlayer strength loss in 3D printed concrete due to time-gap-induced macroporosity","authors":"Rui Luo , Bin Sun , Xiangpeng Fei , Hongjian Du","doi":"10.1016/j.conbuildmat.2025.143924","DOIUrl":null,"url":null,"abstract":"<div><div>Interlayer bond integrity governs the structural reliability of 3D printed concrete and is degraded by pauses between layers. This study used X-ray computed tomography to quantify interlayer pore morphology and conducted mechanical tests in splitting, shear, and flexure to measure interlayer strength. Pore statistics were used to parameterize a random pore reconstruction model that resolves stress fields and predicts strength, and its predictions agreed with measurements within 15%. The results showed that a 10 min gap transformed isolated pores into a 3 mm thick interlayer macro void band, which accelerated crack initiation and coalescence and caused pronounced strength loss. Longer gaps from 30 to 120 min promoted lateral proliferation and clustering of macro voids, after which shear and flexural strengths decreased approximately linearly with interlayer porosity, while splitting strength approached a plateau. For this concrete system, maintaining the time gap below 10 min or the interlayer macroporosity below 2% is advisable to preserve interlayer strength. Simulations also indicate a size effect driven by dense macro void clustering, with a fourfold increase in specimen size reducing predicted flexural strength by up to 14.2%.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"497 ","pages":"Article 143924"},"PeriodicalIF":8.0000,"publicationDate":"2025-10-07","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/S0950061825040759","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}
引用次数: 0
Abstract
Interlayer bond integrity governs the structural reliability of 3D printed concrete and is degraded by pauses between layers. This study used X-ray computed tomography to quantify interlayer pore morphology and conducted mechanical tests in splitting, shear, and flexure to measure interlayer strength. Pore statistics were used to parameterize a random pore reconstruction model that resolves stress fields and predicts strength, and its predictions agreed with measurements within 15%. The results showed that a 10 min gap transformed isolated pores into a 3 mm thick interlayer macro void band, which accelerated crack initiation and coalescence and caused pronounced strength loss. Longer gaps from 30 to 120 min promoted lateral proliferation and clustering of macro voids, after which shear and flexural strengths decreased approximately linearly with interlayer porosity, while splitting strength approached a plateau. For this concrete system, maintaining the time gap below 10 min or the interlayer macroporosity below 2% is advisable to preserve interlayer strength. Simulations also indicate a size effect driven by dense macro void clustering, with a fourfold increase in specimen size reducing predicted flexural strength by up to 14.2%.
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.