Using Isolated Temporal Analysis to Aid in the Assessment of Structural Element Quality for Additive Construction (2021-12)¶
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Contribution - Standards Development for Cement and Concrete for Use in Additive Construction, pp. 117-143
Abstract
Additive construction (AC) is rapidly advancing as a viable method of construction. However, during layer deposition in concrete additive construction (concrete AC), deviations from the design can occur regarding tolerance, precision, and accuracy from layer to layer. This is primarily a result of the material's setting time and external factors such as ambient temperature and hose friction. Delayed placement of material can disrupt the interface strength, layer Shape stability, and structural print stability during construction. Since the 3D printer systems used in AC processes are controlled by computers, it is to monitor and record the construction process to determine time gaps between layers and total construction, print, and elapsed times. This can be done by performing a time series analysis during the AC process. Isolating the components within the analysis that constitute the deseasonalized time can aid in determining certain aspects that can affect component irregularities. Using the autoregressive integrated moving average (ARIMA) method of time series forecasting, this analysis, alongside physical test results of material properties such as rheology, curing times, Shape stability, and specimen strengths based on layer placement and time gaps, can provide a real-time assessment of construction quality. The work presented is on the development of a standard methcxi for performing a time series analysis and the determination of specific time parameters completed over three different concrete AC demonstrations. The time series analysis disclosed that the optimal time for concrete printing in an outdoor environment would be during the early morning hours and late afternoon when the sun is not influencing the specific material composition. The results also indicated that after a 28-day curing time, the structural integrity of 3D-printed concrete decreased With variations in the layer print time of a single object, affecting the entire infrastructure.
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13 References
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7 Citations
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Evaluation of Fresh, Hardened, and Durability Properties of Three-Dimensional Concrete Printed Pipes - Negron-McFarlane Christian, Kreiger Eric, Kreiger Megan (2024-09)
Determination of Print Speed Based on the Fresh Mechanical Strength over Time of Additively Constructed Concrete by Unconfined Compression - Hasani Alireza, Dorafshan Sattar (2024-06)
Transforming Construction?:
Evaluation of the State of Structural 3D Concrete Printing in Research and Practice - Negron-McFarlane Christian, Kreiger Eric, Barna Lynette, Stynoski Peter et al. (2024-04)
Development of In-Place Test-Methods for Evaluating Printable Concretes - Wijaya Ignasius, Kreiger Eric, Masud Arif (2024-03)
Modeling of Concrete Printing Process with Frictional Interface - Kazemian Ali, Giwa Ilerioluwa, Ekenel Mahmut (2023-06)
Large-Scale Additive Manufacturing for Automated Construction:
An Overview - Bos Freek, Menna Costantino, Pradena Mauricio, Kreiger Eric et al. (2022-03)
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BibTeX
@inproceedings{digg_krei.2021.UITAtAitAoSEQfAC,
author = "Brandy N. Diggs-McGee and Eric L. Kreiger",
title = "Using Isolated Temporal Analysis to Aid in the Assessment of Structural Element Quality for Additive Construction",
doi = "10.1520/stp163620200105",
year = "2021",
pages = "117--143",
booktitle = "Standards Development for Cement and Concrete for Use in Additive Construction: Selected Technical Papers",
editor = "Scott Z. Jones and Eric L. Kreiger",
}
Formatted Citation
B. N. Diggs-McGee and E. L. Kreiger, “Using Isolated Temporal Analysis to Aid in the Assessment of Structural Element Quality for Additive Construction”, in Standards Development for Cement and Concrete for Use in Additive Construction: Selected Technical Papers, 2021, pp. 117–143. doi: 10.1520/stp163620200105.
Diggs-McGee, Brandy N., and Eric L. Kreiger. “Using Isolated Temporal Analysis to Aid in the Assessment of Structural Element Quality for Additive Construction”. In Standards Development for Cement and Concrete for Use in Additive Construction: Selected Technical Papers, edited by Scott Z. Jones and Eric L. Kreiger, 117–43, 2021. https://doi.org/10.1520/stp163620200105.