Evaluation and Correlation Study on Work Performance of 3D-Printed Concrete
Author:
Affiliation:
1. School of Science, North University of China, Taiyuan 030051, China.
2. School of Materials Science and Engineering, North University of China, Taiyuan 030051, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/19/11/19_1181/_pdf
Reference31 articles.
1. 1) Banfill, P. F. G., (2015). “The rheology of fresh mortar.” Magazine of Concrete Research, 43(154), 13-21.
2. 2) Brouwers, H. J. H., (2006). “The role of nanotechnology for the development of sustainable concrete.” In: K. Sobolev and S. P. Shah, Eds. Proc. ACI Session on Nanotechnology of Concrete Recent Development and Future Perspective, Denver, Colorado, USA 7 November 2006. Michigan, USA: American Concrete Institute, 69-92.
3. 3) Buswell, R. A., Soar, R. C. and Gibb, A. G. F., (2007). “Free form construction: Mega-scale rapid manufacturing for construction.” Automation in Construction, 16(2), 224-231.
4. 4) Carlo, T. D., Khoshnevis, K. and Chen, Y., (2013). “Manufacturing additively, with fresh concrete.” In: Proc. ASME 2013 International Mechanical Engineering Congress and Exposition, San Diego, California, USA 15-21 November 2013. New York: American Society of Mechanical Engineers, Vol. 2, Article ID 63996.
5. 5) Castaneda, E., Lauret, B., Lirola, J. and Ovando, G., (2015). “Free-form architectural envelopes: Digital processes opportunities of industrial production at a reasonable price.” Facade Design and Engineering, 3(1), 1-13.
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