Axial performances of the steel rebar reinforced column confined by the steel cable reinforced 3D concrete printing permanent formwork

Bibliographic Details
Title: Axial performances of the steel rebar reinforced column confined by the steel cable reinforced 3D concrete printing permanent formwork
Authors: Zhenbang Liu, Mingyang Li, Xiangyu Wang, Sizhe Wang, Lining Wang, Teck Neng Wong, Ming Jen Tan
Source: Virtual and Physical Prototyping, Vol 19, Iss 1 (2024)
Publisher Information: Taylor & Francis Group, 2024.
Publication Year: 2024
Collection: LCC:Science
LCC:Manufactures
Subject Terms: 3D concrete printing structure, steel cable reinforcement, 3D printing permanent formwork, axial compressive performance, theoretical analysis, Science, Manufactures, TS1-2301
More Details: Among reinforcement methods for 3D concrete printing (3DCP) structures, steel cable reinforcement and reinforced concrete confined by 3DCP formwork (RC-3DPF) methods offer high design freedom and automation. However, the former lacks reinforcement in directions perpendicular to the printing direction, and the latter cannot satisfy constructional requirements. This paper proposed a hybrid approach: the steel rebar reinforced concrete column confined by the steel cable reinforced 3DCP permanent formwork (RC-SC-3DPF). Axial compression tests and theoretical analysis were conducted to study axial performances. Test results showed steel cables and fibres added to 3DCP formwork benefit RC-SC-3DPF structural performances. With a steel cable confinement ratio above 0.534%, RC-SC-3DPF outperforms the traditional case. Steel fibre, compared to PVA fibre, demonstrates greater potential for RC-SC-3DPF due to improved axial load resistance and reduced ductility loss. A theoretical model, based on experimental results, existing standards, and M&T model, was developed to effectively evaluate RC-SC-3DPF structural behaviour.
Document Type: article
File Description: electronic resource
Language: English
ISSN: 17452759
1745-2767
1745-2759
Relation: https://doaj.org/toc/1745-2759; https://doaj.org/toc/1745-2767
DOI: 10.1080/17452759.2024.2382163
Access URL: https://doaj.org/article/61e6df842c1f44e2a4f202aa1076f6ec
Accession Number: edsdoj.61e6df842c1f44e2a4f202aa1076f6ec
Database: Directory of Open Access Journals
More Details
ISSN:17452759
17452767
DOI:10.1080/17452759.2024.2382163
Published in:Virtual and Physical Prototyping
Language:English