TY - CHAP
T1 - Flow-Based Pultrusion of Anisotropic Concrete
T2 - Mechanical Properties at Hardened State
AU - Demont, Léo
AU - Charrier, Malo
AU - Margerit, Pierre
AU - Ducoulombier, Nicolas
AU - Mesnil, Romain
AU - Caron, Jean François
N1 - Publisher Copyright:
© 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.
PY - 2022/1/1
Y1 - 2022/1/1
N2 - The issue of reinforcement for 3D concrete printing has received considerable attention, as constructions have to comply with reliability principles and building standards. Here a specific process called Flow-Based Pultrusion for additive manufacturing (FBP), inspired by pultruded composite manufacturing and built on existing extrusion-based 3D printing technology, permits to impregnate numerous continuous fiber rovings pulled by the extrusion flow of a fine mortar [4]. The resulting extruded material, an Anisotropic Concrete, is isotropic transverse like unidirectional long fibers composite. The mechanical properties are greatly influenced by the quantity of fibres (reinforcement ratio) and their impregnation quality [2]. These factors are related to the process parameters [3], the mortar rheology for impregnation and the fibre dosage (roving thickness, roving count) for reinforcement ratio. Full-scale experiments are presented, using fibre rovings to increase the reinforcement ratio up to 3%, which is comparable to the steel/concrete ratios in traditional rebar-reinforced concrete elements. The influence of reinforcement ratio on the tensile strength and ductility of the hardened material is presented.
AB - The issue of reinforcement for 3D concrete printing has received considerable attention, as constructions have to comply with reliability principles and building standards. Here a specific process called Flow-Based Pultrusion for additive manufacturing (FBP), inspired by pultruded composite manufacturing and built on existing extrusion-based 3D printing technology, permits to impregnate numerous continuous fiber rovings pulled by the extrusion flow of a fine mortar [4]. The resulting extruded material, an Anisotropic Concrete, is isotropic transverse like unidirectional long fibers composite. The mechanical properties are greatly influenced by the quantity of fibres (reinforcement ratio) and their impregnation quality [2]. These factors are related to the process parameters [3], the mortar rheology for impregnation and the fibre dosage (roving thickness, roving count) for reinforcement ratio. Full-scale experiments are presented, using fibre rovings to increase the reinforcement ratio up to 3%, which is comparable to the steel/concrete ratios in traditional rebar-reinforced concrete elements. The influence of reinforcement ratio on the tensile strength and ductility of the hardened material is presented.
KW - Additive manufacturing
KW - Composite materials
KW - Concrete
KW - Mechanical properties
UR - https://www.scopus.com/pages/publications/85133195845
U2 - 10.1007/978-3-031-06116-5_57
DO - 10.1007/978-3-031-06116-5_57
M3 - Chapter
AN - SCOPUS:85133195845
T3 - RILEM Bookseries
SP - 385
EP - 390
BT - RILEM Bookseries
PB - Springer Science and Business Media B.V.
ER -