Influence of Printing Pattern on Bearing Capacity of 3D Printed Concrete Hollow Structures
Springer Tracts in Additive Manufacturing, ISSN: 2730-9584, Vol: Part F3258, Page: 26-31
2024
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Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
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Book Chapter Description
In this study, four specimens with two cross-section patterns, the W-shape and Y-shape, are printed by using two nozzle sizes to study the effects of the printed patterns and nozzle size on the mechanics properties of 3D Printed Concrete (3DPC) structures. The four-point loading tests are conducted and the Digital Image Correlation (DIC) analysis technology is used. The results showed that the load capacity of the Y-shaped specimens is about 10% higher than that of the W-shaped specimens, and the specimens printed with a smaller nozzle have a load capacity of 15–20% higher. The DIC analysis reveals that the failure modes of the W-shaped and Y-shaped specimens are closely related to the strength of the mid-span nodes.
Bibliographic Details
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=85201291747&origin=inward; http://dx.doi.org/10.1007/978-3-031-64269-2_4; https://link.springer.com/10.1007/978-3-031-64269-2_4; https://dx.doi.org/10.1007/978-3-031-64269-2_4; https://link.springer.com/chapter/10.1007/978-3-031-64269-2_4
Springer Science and Business Media LLC
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