Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33093
Fiber-Based 3D Cellular Reinforcing Structures for Mineral-Bonded Composites with Enhanced Structural Impact Tolerance
Authors: Duy M. P. Vo, Cornelia Sennewald, Gerald Hoffmann, Chokri Cherif
Abstract:
The development of solutions to improve the resistance of buildings to short-term dynamic loads, particularly impact load, is driven by the urgent demand worldwide on securing human life and critical infrastructures. The research training group GRK 2250/1 aims to develop mineral-bonded composites that allow the fabrication of thin-layered strengthening layers providing available concrete members with enhanced impact resistance. This paper presents the development of 3D woven wire cellular structures that can be used as innovative reinforcement for targeted composites. 3D woven wire cellular structures are truss-like architectures that can be fabricated in an automatized process with a great customization possibility. The specific architecture allows this kind of structures to have good load bearing capability and forming behavior, which is of great potential to give strength against impact loading. An appropriate combination of topology and material enables an optimal use of thin-layered reinforcement in concrete constructions.Keywords: 3D woven cellular structures, ductile behavior, energy absorption, fiber-based reinforced concrete, impact resistant.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1340575
Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 699References:
[1] R. P. Kennedy, “A review of procedures for the analysis and design of concrete structures to resist missile impact effects”, Nuclear Engineering and Design, vol. 37, pp. 183–203, 1976.
[2] P. Hála, “Energy absorbing system made of high performance concrete”, Construction and Building Materials, vol. 139, pp. 64–80, 2017.
[3] R. K. Faller et al., “High-impact, energy-absorbing vehicle barrier system”, United States Patent US 6,926,461 B1, 2005.
[4] https://tu-dresden.de/bu/bauingenieurwesen/ifb/forschung/graduierten kolleg-2250-1, 25 Apr. 2018.
[5] https://www.bauen-neu-denken.de, 25 Apr. 2018.
[6] S. Scheerer, R. Chudoba, M. P. Garibaldi and M. Curbach, “Shells made of textile reinforced concrete – Applications in Germany”, Journal of the international association for shell and spatial structures, vol. 58(1), pp. 79–93, 2017.
[7] J. Hegger, N. Will, O. Bruckermann, S. Voss “Load-bearing behavior and simulation of textile reinforced concrete”, Materials and Structures, vol. 39(8), pp. 765–776, 2006.
[8] C. Sennewald et al., “Gewebestruktur mit zellularem Aufbau”, German Patent DE 10 2013 101 219 B3, 2014.
[9] C. Sennewald et al., “Metal sandwiches and metal-matrix-composites based on 3D woven wire structures for hybrid lightweight construction”, Advanced Engineering Materials, vol. 16(10), pp. 1234–1242, 2014.
[10] M. Y. H. Bangash, Shock, Impact and Explosion – Structural Analysis and Design. New York: Springer, 2008.
[11] C. Sennewald, Generative Struktur-, Technologie- und Webmaschinenentwicklung für unikale zellulare 3D Strukturen in Leichtbauweise. Dresden: TUDpress, 2016.