Lap Joint Reinforcement for 3D Concrete Printing (2022-04)¶
10.1061/(asce)st.1943-541x.0003361
,
Journal Article - Journal of Structural Engineering, Vol. 148, Iss. 6
Abstract
Extrusion three-dimensional (3D) concrete printing (3DcP) is an automated construction technology that involves the layer-by-layer deposition of stiff concrete to build a structure without formworks. The interlayer strength is compromised by weak bonds and lack of vertical reinforcements. The bar-penetration technique is a 3DcP reinforcement method where reinforcing bar is inserted vertically through freshly printed layers. Application of a cement paste to the bar during penetration has proven to increase the bar to matrix bond. To be effective as continuous reinforcement, a sequential vertical lapping of bars is considered. For this method to be effective, an understanding of minimum lap length in 3DcP requirements is crucial. This study investigates center- and off-center-lapped samples with lap lengths of 20, 17, 14, and 11 times the bar diameter, subjected to three-point bending tests. Failure modes and crack patterns were recorded and compared with single-bar-penetrated samples. Results and findings were further validated by the printing and testing of a large-scale wall section. Comparisons with small scale results and design calculations showed promising structural performance.
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BibTeX
@article{marc_sanj.2022.LJRf3CP,
author = "Taylor Marchment and Jay Gnananandan Sanjayan",
title = "Lap Joint Reinforcement for 3D Concrete Printing",
doi = "10.1061/(asce)st.1943-541x.0003361",
year = "2022",
journal = "Journal of Structural Engineering",
volume = "148",
number = "6",
}
Formatted Citation
T. Marchment and J. G. Sanjayan, “Lap Joint Reinforcement for 3D Concrete Printing”, Journal of Structural Engineering, vol. 148, no. 6, 2022, doi: 10.1061/(asce)st.1943-541x.0003361.
Marchment, Taylor, and Jay Gnananandan Sanjayan. “Lap Joint Reinforcement for 3D Concrete Printing”. Journal of Structural Engineering 148, no. 6 (2022). https://doi.org/10.1061/(asce)st.1943-541x.0003361.