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Article: 3D face-centered-cubic cement-based hybrid composites reinforced by tension-resistant polymeric truss network

Title3D face-centered-cubic cement-based hybrid composites reinforced by tension-resistant polymeric truss network
Authors
Keywords3D printing technology
In situ mechanical tests
Lattice-inspired structure
Polymeric reinforcement
Thermal conductivity
Issue Date2020
Citation
Automation in Construction, 2020, v. 120, article no. 103380 How to Cite?
AbstractAfter 30 years of development, 3D printing technology (3DPT) is becoming increasingly popular in civil engineering field. However, weak interlayer performance and lack of reinforcement significantly limit its application. Nowadays, structural-functional integrated energy-efficient building materials, theoretically requiring a balance of mechanical properties and thermal resistance, are an emerging interdisciplinary research area in civil engineering field. This work proposed a novel digital cement-based manufacture technology by integrating 3D printing technology with casting technology. By incorporating tension-resistant polymeric truss network (PTN), a category of 3D face-centered cubic-inspired cement-based hybrid composites (FCHCs) is proposed. Results show the printed PTN can effectively improve the tension-resistant capacity of cement mortar. The FCHCs not only exhibit a multiple cracking damage characteristic but also a low thermal conductivity compared to traditional cement-based materials. A building energy simulation program was performed to evaluate the effectiveness of FCHCs on the energy savings. It is found that 34% heating energy could be saved for FCHCs building.
Persistent Identifierhttp://hdl.handle.net/10722/326235
ISSN
2023 Impact Factor: 9.6
2023 SCImago Journal Rankings: 2.626
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorLi, Lixiao-
dc.contributor.authorChen, Junying-
dc.contributor.authorTan, Xiaowen-
dc.contributor.authorZhou, Yizhuo-
dc.contributor.authorZhang, Yang-
dc.contributor.authorZhou, Wenzhao-
dc.contributor.authorXiao, Ran-
dc.contributor.authorLi, Xiang-
dc.contributor.authorLu, Yang-
dc.contributor.authorSu, Mayni-
dc.contributor.authorDing, Zhu-
dc.contributor.authorLong, Wujian-
dc.contributor.authorSong, Jian-
dc.date.accessioned2023-03-09T09:59:06Z-
dc.date.available2023-03-09T09:59:06Z-
dc.date.issued2020-
dc.identifier.citationAutomation in Construction, 2020, v. 120, article no. 103380-
dc.identifier.issn0926-5805-
dc.identifier.urihttp://hdl.handle.net/10722/326235-
dc.description.abstractAfter 30 years of development, 3D printing technology (3DPT) is becoming increasingly popular in civil engineering field. However, weak interlayer performance and lack of reinforcement significantly limit its application. Nowadays, structural-functional integrated energy-efficient building materials, theoretically requiring a balance of mechanical properties and thermal resistance, are an emerging interdisciplinary research area in civil engineering field. This work proposed a novel digital cement-based manufacture technology by integrating 3D printing technology with casting technology. By incorporating tension-resistant polymeric truss network (PTN), a category of 3D face-centered cubic-inspired cement-based hybrid composites (FCHCs) is proposed. Results show the printed PTN can effectively improve the tension-resistant capacity of cement mortar. The FCHCs not only exhibit a multiple cracking damage characteristic but also a low thermal conductivity compared to traditional cement-based materials. A building energy simulation program was performed to evaluate the effectiveness of FCHCs on the energy savings. It is found that 34% heating energy could be saved for FCHCs building.-
dc.languageeng-
dc.relation.ispartofAutomation in Construction-
dc.subject3D printing technology-
dc.subjectIn situ mechanical tests-
dc.subjectLattice-inspired structure-
dc.subjectPolymeric reinforcement-
dc.subjectThermal conductivity-
dc.title3D face-centered-cubic cement-based hybrid composites reinforced by tension-resistant polymeric truss network-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.autcon.2020.103380-
dc.identifier.scopuseid_2-s2.0-85089728799-
dc.identifier.volume120-
dc.identifier.spagearticle no. 103380-
dc.identifier.epagearticle no. 103380-
dc.identifier.isiWOS:000594153000006-

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