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Digital Fabrication with Cement-Based Materials—The Rilem D.F.C. Technical Committee History, Strategy and Achievements Kapitel lesen Erstes Kapitel lesen

2022 | OriginalPaper | Buchkapitel

5. Properties and Testing of Printed Cement-Based Materials in Hardened State

verfasst von: Jolien Van Der Putten, Venkatesh Naidu Nerella, Viktor Mechtcherine, Mélody D’Hondt, Mohammed Sonebi, Daniel Weger, Zhendi Wang, Constantino Menna, Nicolas Roussel, Dirk Lowke, Kim Van Tittelboom, Geert De Schutter

Erschienen in: Digital Fabrication with Cement-Based Materials

Verlag: Springer International Publishing

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Abstract

3D printing is offering a totally new construction method, but an in-depth understanding of the consequences of the different production conditions compared to traditional formwork-based casting operations is required. Bulk material properties (intrinsic strength and durability) will follow the same fundamental material laws. However, in printed structures, the role of the interfaces will become increasingly important as they affect the mechanical performance, transport properties and durability behaviour. Additionally, the anisotropic nature of 3D printed structures implies that there are new opportunities to develop new methods of analysis. The aim of this chapter is to focus on the current practices for performance testing and to give an overview of the parameters which affect the hardened properties of a printed cementitious material.

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Vorheriges Kapitel Printable Cement-Based Materials: Fresh Properties Measurements and Control
Nächstes Kapitel Structural Design and Testing of Digitally Manufactured Concrete Structures
Literatur
al., B.e. (2019). The effect of Superabsorbent polymers on the Mitigation of Plastic Shrinkage Cracking of Conventional Concrete, Results of a RILEM inter-laboratory test by TC 260-RC. Under submition, Materials and Structures.
Asprone, D., et al. (2018). Rethinking reinforcement for digital fabrication with concrete. Cement and Concrete Research, 112, 111-121.
Aysha, H., et al. (2014). An overview of interface behaviour between concrete to concrete. International Journal of Advanced Structures and Geotechnical Engineering, 03(02), 110-114.
(BAW), B.f.W. (2017). BAW Merkblatt Dauerhaftigkeitsbemessung und -bewertung von Stahlbetonbau-werken bei Carbonatisierung und Chlorideinwirkung (MDCC).
(BAW), B.f.W. (2012a). BAW Code of Practice - Resistance of Concrete to Chloride Penetration (MCL).
(BAW), B.f.W. (2012b). BAW Merkblatt Dauerhaftigkeitsbemessung und -bewertung von Stahlbetonbau-werken bei Carbonatisierung und Chlorideinwirkung (MDCC).
(BAW), B.f.W. (2018). BAW Merkblatt: Frostprüfung von Beton (MFB): Ausgabe 2012.
Bos, F., et al. (2016). Additive manufacturing of concrete in construction: potentials and challenges of 3D concrete printing. Virtual and Physical Prototyping, 11(3), 209–225.
Boyce, C., Ozel, A., and Sundaresan, S. (2016). Intrusion of a Liquid Droplet into a Powder under Gravity. Langmuir, 32.
Beushausen, H., and Alexander, M. G. (2007). Localised strain and stress in bonded concrete overlays subjected to differential shrinkage. Materials and Structures, 40(2), 189-199.
Beushausen, H., and Alexander, M. G. (2008). Bond strength development between concretes of different ages. Magazine of Concrete Research, 60(1), 65–74.
Bos, F. P., et al. (2017). Experimental Exploration of Metal Cable as Reinforcement in 3D Printed Concrete. Materials (Basel, Switzerland), 10(11), 1314.
Christ, S., et al. (2015). Fiber reinforcement during 3D printing. Materials Letters, 139, 165-168.
Curosu, I., et al. (2017). Tensile behavior of high-strength strain-hardening cement-based composites (HS-SHCC) made with high-performance polyethylene, aramid and PBO fibers. Cement and Concrete Research, 98, 71-81.
D'Hondt, M., et al. (2019). Fire behavior of a printed sample for building. in Dixite 3D Print. 2019. Champs-sur-Narme.
Di Carlo, T. (2012). Experimental and numerical techniques to characterize structural properties of fresh concrete relevant to contour crafting. University of Southern California California, p. 196.
Emmons, P. H., and Emmons, B.H. (1993). Concrete Repair and Maintenance Illustrated: Problem Analysis; Repair Strategy; Techniques, in Concrete Repair and Maintenance Illustrated: Problem Analysis; Repair Strategy; Techniques, p. 314.
Feng, P., et al. (2015). Mechanical properties of structures 3D printed with cementitious powders. Construction and Building Materials, 93, 486-497.
Hambach, M., and Volkmer, D. (2017). Properties of 3D-printed fiber reinforced Portland cement paste. Cement and Concrete Composites, 79, 62-70.
Hack, N., et al. (2017). MESH MOULD: AN ON SITE, ROBOTICALLY FABRICATED, FUNCTIONAL FORMWORK.
Hack, N., and Lauer, w. v. (2014). Mesh-Mould: Robotically Fabricated Spatial Meshes as Reinforced Concrete Formwork. Architectural Design, 84.
Júlio, E. N. B. S., Branco, F. A. B., and Silva, V. T. D. (2004). Concrete-to-concrete bond strength. Influence of the roughness of the substrate surface. Construction and Building Materials, 18(9), 675–681.
Le, T. T., et al. (2012a). Hardened properties of high-performance printing concrete. Cement and Concrete Research, 42(3), 558–566.
Le, T. T., et al. (2012b). Mix design and fresh properties for high-performance printing concrete. Materials and Structures, 45(8), 1221-1232.
Lloret, E., et al. (2017). SMART DYNAMIC CASTING SLIPFORMING WITH FLEXIBLE FORMWORK -INLINE MEASUREMENT AND CONTROL
Liu, Z., et al. (2019). Interlayer Bond Strength of 3D Printing Cement Paste by Cross-Bonded Method. Journal of the Chinese Ceramic Society, 47(5), 648-652.
Lowke, D., et al. (2015). 3D-Drucken von Betonbauteilen durch selektives Binden mit calciumsilikatbasierten Zementen – Erste Ergebnisse zu betontechnologischen und verfahrenstechnischen Einflüssen.
Lowke, D., et al. (2018). Particle-bed 3D printing in concrete construction – Possibilities and challenges. Cement and Concrete Research, 112, 50-65.
Marchment, T., et al. (2017). Effect of delay time on the mechanical properties of extrusion-based 3D printed concrete, in 34th Interenational Symposium on Automation and Robotics in Construction. Taiwan.
Mechtcherine, V., et al. (2019). Large-scale digital concrete construction – CONPrint3D concept for on-site, monolithic 3D-printing. Automation in Construction, 107, 102933.
Maier, A. -K., et al. (2011). Three-dimensional printing of flash-setting calcium aluminate cement. Journal of Materials Science, 46(9), 2947-2954.
Mechtcherine, V., et al. (2014). Effect of internal curing by using superabsorbent polymers (SAP) on autogenous shrinkage and other properties of a high-performance fine-grained concrete: results of a RILEM round-robin test. Materials and Structures, 47(3), 541-562.
Mohammed Sonebibond water-to-binder. (2001). r., Effect of Silica Fume, Fly Ash and Water-to-Binder Ratio on Bond Strength of Underwater, Self-Consolidating Concrete. ACI Symposium Publication, 199.
Mechtcherine, V., et al. (2018). 3D-printed steel reinforcement for digital concrete construction – Manufacture, mechanical properties and bond behaviour. Construction and Building Materials, 179, 125-137.
Nerella, V. N., Hempel, S., and Mechtcherine, V. (2019). Effects of layer-interface properties on mechanical performance of concrete elements produced by extrusion-based 3D-printing. Construction and Building Materials, 205, 586–601.
Nerella, V. N., et al. (2016). Studying printability of fresh concrete for formwork free Concrete on-site 3D Printing technology technology (CONPrint3D), in Rheol. Messungen an Baustoffen 2016 - Tagungsband Zum 25. Workshop und Kolloquium, pp. 236–246.
Neville, A. M. (1995). Properties of concrete. Vol. 4. 1995: Longman London.
Nematollahi, B., et al. (2018). Effect of Type of Fiber on Inter-Layer Bond and Flexural Strengths of Extrusion-Based 3D Printed Geopolymer. Materials Science Forum, 939, 155-162.
Nolte, N., et al. (2018). Schichtenverbund bei der additiven Fertigung-Einflussgrößen und Verfahrensvergleich.
Ogura, H., Nerella, V. N., and Mechtcherine, V. (2018). Developing and Testing of Strain-Hardening Cement-Based Composites (SHCC) in the Context of 3D-Printing. Materials (Basel), 11(8).
Paul, S. C., et al. (2018). Fresh and hardened properties of 3D printable cementitious materials for building and construction. Archives of Civil and Mechanical Engineering, 18(1), 311–319.
Panda, B., Chandra Paul, S., and Jen Tan, M. (2017). Anisotropic mechanical performance of 3D printed fiber reinforced sustainable construction material. Materials Letters, 209, 146–149.
Panda, B., et al. (2018). Measurement of tensile bond strength of 3D printed geopolymer mortar. Measurement, 113, 108–116.
Perrot, A., Rangeard, D., and Pierre, A. (2016). Structural built-up of cement-based materials used for 3D-printing extrusion techniques. Materials and Structures, 49(4), 1213-1220.
Pierre, A., et al. (2018). Penetration of cement pastes into sand packings during 3D printing: analytical and experimental study. Materials and Structures, 51(1), 22.
Peled, A., and Shah, S. P. (2003). Processing Effects in Cementitious Composites: Extrusion and Casting. Journal of Materials in Civil Engineering, 15(2), 192-199.
Rahul, A. V., et al. (2019). Mechanical characterization of 3D printable concrete. Construction and Building Materials, 227, 116710.
Rubio, M., et al. (2019). Mechanical properties of 3D bio-printing cement-based materials. in Third International Conference on “Bio-Based Building Materials (ICBBM). Belfast.
Roussel, N., and Cussigh, F. (2008). Distinct-layer casting of SCC: The mechanical consequences of thixotropy. Cement ad Concrete Research, 38, 624-632.
Sanjayan, J. G., et al. (2018). Effect of surface moisture on inter-layer strength of 3D printed concrete. Construction and Building Materials, 172, 468-475.
Santos, D. S., Santos, P. M. D., and Dias-da-Costa, D. (2012). Effect of surface preparation and bonding agent on the concrete-to-concrete interface strength. Construction and Building Materials, 37, 102-110.
Santos, P. M. D., and Eduardo Nuno Brito Santos, J. (2011). Factors Affecting Bond between New and Old Concrete. Materials Journal, 108(4).
Serpukhov, I., and Mechtcherine, V. (2015). Early-Age Shrinkage of Ordinary Concrete and a Strain-Hardening Cement-Based Composite (SHCC) in the Conditions of Hot Weather Casting, pp. 1504–1513.
Schröfl, C., Nerella, V. N., and Mechtcherine, V. (2019). Capillary Water Intake by 3D-Printed Concrete Visualised and Quantified by Neutron Radiography. 2019. Cham: Springer International Publishing.
Shakor, P., et al. (2017). Modified 3D printed powder to cement-based material and mechanical properties of cement scaffold used in 3D printing. Construction and Building Materials, 138, 398-409.
Tay, Y. W. D., et al. (2018). Time gap effect on bond strength of 3D-printed concrete. Virtual and Physical Prototyping, 14, 104-113.
Tian, W., and Han, N. (2018). Pore characteristics (>0.1 mm) of non-air entrained concrete destroyed by freeze-thaw cycles based on CT scanning and 3D printing. Cold Regions Science and Technology, 151, 314-322.
Van Zijl, G.P.A.G., S.C. Paul, and M.J. Tan. (2016). Properties of 3D Printable Concrete, in 2nd International Conference on Progress in Additive Manufacturing, Singapore.
Van Der Putten, J., et al. (2019a). Microstructural Characterization of 3D Printed Cementitious Materials. Materials, 12(18).
Van Der Putten, J., et al. (2019b). 3D Printing of cementitious materials with superabsorbent polymers, in Durable Concrete for Infrastructure under Severe Conditions - Smart Admixtures, Self-responsiveness and Nano-additions. Ghent, pp. 86–89.
Van Der Putten, J., De Schutter, G., and Van Tittelboom, K. (2019). Surface modification as a technique to improve inter-layer bonding strength in 3D printed cementitious materials. RILEM Technical Letters, 4(0).
Venkatesh, N., Hempel, S., and Mechtcherine, V. (2017). Micro- and macroscopic investigations on the interface between layers of 3D printed cementitious elements, in International Conference on Advances in Construction Materials and Systems. Chennai.
Wangler, T., et al. (2016). Digital Concrete: Opportunities and Challenges RILEM Technical Letters, 1, 67–75.
Weger, D., Lowke, D., and Gehlen, C. (2016a). 3D printing of concrete structures using the selective binding method – Effect of concrete technology on contour precision and compressive strength, in 11th fib International PhD Symposium in Civil Engineering, A.K.a.J.Y. K. Maekawa, Editor. Tokyo, pp. 403–410.
Weger, D., Lowke, D., and Gehlen, C. (2016b). 3D Printing of Concrete Structures with Calcium Silicate based Cements using the Selective Binding Method - Effects of Concrete Technology on Penetration Depth of Cement Paste, in 4th International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials 2016, Kassel University Press: Kassel
Weger, D., Gehlen, C., and Lowke, D. (2018a). Additive Fertigung von Betonbauteilen durch selektive Zementleim-Intrusion.
Weger, D., et al. (2018b). Additive manufacturing of concrete elements using selective cement paste intrusion-effect of layer orientation on strength and durability in RILEM 1st International Conference on Concrete and Digital Fabricaton. Zürich.
Wolfs, R. J. M., Bos, F. P., and Salet, T. A. M. (2019). Hardened properties of 3D printed concrete: The influence of process parameters on interlayer adhesion. Cement and Concrete Research, 119, 132–140.
Wyrzykowski, M., et al. (2018). Recommendation of RILEM TC 260-RSC: using superabsorbent polymers (SAP) to mitigate autogenous shrinkage. Materials and Structures, 51(5), 135.
Zareiyan, B., and Khoshnevis, B. (2017). Interlayer adhesion and strength of structures in Contour Crafting - Effects of aggregate size, extrusion rate, and layer thickness. Automation in Construction, 81, 112–121.
Zareiyan, B., and Khoshnevis, B. (2017). Effects of interlocking on interlayer adhesion and strength of structures in 3D printing of concrete. Automation in Construction, 83, 212-221.
Zingg, A., et al. (2009). Interaction of polycarboxylate-based superplasticizers with cements containing different C3A amounts. Cement and Concrete Composites, 31(3), 153-162.
Metadaten
Titel
Properties and Testing of Printed Cement-Based Materials in Hardened State
verfasst von
Jolien Van Der Putten
Venkatesh Naidu Nerella
Viktor Mechtcherine
Mélody D’Hondt
Mohammed Sonebi
Daniel Weger
Zhendi Wang
Constantino Menna
Nicolas Roussel
Dirk Lowke
Kim Van Tittelboom
Geert De Schutter
Copyright-Jahr
2022
Buch
Digital Fabrication with Cement-Based Materials

Print ISBN: 978-3-030-90534-7

Electronic ISBN: 978-3-030-90535-4

Copyright-Jahr: 2022

DOI
https://doi.org/10.1007/978-3-030-90535-4_5

    Version: 0.1954.0