Measurement of tensile bond strength of 3D printed geopolymer mortar
By Biranchi Narayan Panda, S. Paul, N. Mohamed, Y. Tay, M. Tan. 2018
499 citations recorded by the source corpus.
Subfields: Automotive Engineering, Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/70094ec11eae4cbe52481a594edbf5bab0e9b60f
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In Automotive Engineering
In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Time gap effect on bond strength of 3D-printed concrete (2018, background): “The low strength is usually caused by the weak bonds inbetween the printed filament at the interfacial material shown in Figure 1 (Panda et al. 2018).”
- Hardened properties of 3D printed concrete: The influence of process parameters on interlayer adhesion (2019, background): “[21] also studied the interface strength as a parameter of interlayer interval time, but additionally included print head speed and print nozzle height as variables.”
- 3D printing using concrete extrusion: A roadmap for research (2018, background): “Several factors limit the speed: inertia of the extruded material; limitations of the position apparatus, such as inertia in gantry systems [21] and point-to-point interpolation issues with robotics [14]; cycle-time between layers resulting in changes in material properties and hence the pumping and”
- Improving printability of limestone-calcined clay-based cementitious materials by using viscosity-modifying admixture (2020, background): “Many studies [54,61,73,74] have already reported the reduction of interlayer strength due to the prolonged time gap.”