S
Suvash Chandra Paul
Researcher at Dr Emilio B Espinosa Sr Memorial State College of Agriculture and Technology
Publications - 90
Citations - 3964
Suvash Chandra Paul is an academic researcher from Dr Emilio B Espinosa Sr Memorial State College of Agriculture and Technology. The author has contributed to research in topics: Compressive strength & Ultimate tensile strength. The author has an hindex of 22, co-authored 74 publications receiving 2257 citations. Previous affiliations of Suvash Chandra Paul include Nanyang Technological University & Stellenbosch University.
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3D printing trends in building and construction industry: a review
Yi Wei Daniel Tay,Biranchi Panda,Suvash Chandra Paul,Nisar Ahamed Noor Mohamed,Ming Jen Tan,Kah Fai Leong +5 more
Abstract: Three-dimensional (3D) printing (also known as additive manufacturing) is an advanced manufacturing process that can produce complex shape geometries automatically from a 3D computer-aided design m...
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Anisotropic mechanical performance of 3D printed fiber reinforced sustainable construction material
TL;DR: In this article, an experimental investigation was carried out by reinforcing short glass fiber (GF) of different lengths (3mm, 6mm and 8mm) and percentages (0.25% − 1%) in a custom-made sustainable construction material developed for 3D printing application.
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Fresh and hardened properties of 3D printable cementitious materials for building and construction
TL;DR: The main advantage of 3D concrete printing (3DCP) is that it can manufacture complex, non-standard geometries and details rapidly using a printer integrated with a pump, hosepipe and nozzle as mentioned in this paper.
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Additive manufacturing of geopolymer for sustainable built environment
TL;DR: In this article, an industrial robot was employed to print geopolymer mortar in layer-by-layer manner directly from 3D computer-aided design (CAD) model and the characteristic of raw materials and fresh properties were examined by rheology, x-ray diffraction (XRD), and scanning electron microscopy (SEM).
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Measurement of tensile bond strength of 3D printed geopolymer mortar
TL;DR: In this article, the tensile bond strength of 3D printed geopolymer mortar with respect to printing time gap between layers, nozzle speed and nozzle standoff stance was analyzed and shown that the bond strength is a function of state of interface material between two nearby layers which can be influenced by material strength development rate and 3D printing parameters.