Print Email Facebook Twitter Creating Strain Hardening Cementitious Composites (SHCCS) Through Use Of Additively Manufactured Polymeric Meshes As Reinforcement Title Creating Strain Hardening Cementitious Composites (SHCCS) Through Use Of Additively Manufactured Polymeric Meshes As Reinforcement Author Xu, Y. (TU Delft Materials and Environment) Schlangen, E. (TU Delft Materials and Environment) Šavija, B. (TU Delft Materials and Environment) Contributor Pijaudier-Cabot, G. (editor) Grassl, P. (editor) La Borderie, C. (editor) Date 2019 Abstract Strain hardening cementitious composites are a class of cementitious materials showing metal-like (i.e. pseudo-plastic) behavior in tension due to their multiple cracking ability. This is commonly achieved through use of fiber reinforcement (such as PVA) or, similarly, textile reinforcement (TRC). Increasing the ductility is important in applications such as e.g. earthquake zones, where this enables absorption of large amounts of energy. On the other hand, tight cracks are important for ensuring the protection of the reinforcing steel and hence the durability of a reinforced concrete structure. This research presents an alternative approach – creating strain hardening cementitious composites by using additively manufactured (3D printed) polymeric meshes instead of fiber or textile reinforcement. Different designs of polymeric meshes were manufactured and cast in mortar. They were subsequently tested in four-point bending and uniaxial tension. The results show that properly designed polymeric meshes enabled deflection hardening or strain hardening to be achieved, either through slip hardening of the polymeric reinforcement or through multiple microcracking. Furthermore, it was possible to create a simple functionally graded cementitious composite, in which denser reinforcement was used in the constant moment region of the 4-point bending specimen compared to the outer regions, without loss of ductility. This study shows great potential of 3D printing for customization of cementitious composites. Subject Cohesive fractureFiber Reinforced ConcreteCompositesDurability To reference this document use: http://resolver.tudelft.nl/uuid:41aeaaf3-a5a1-4281-84d0-7f29e6b30cf2 DOI https://doi.org/10.21012/FC10.235158 Source Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures Event 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures, 2019-06-24 → 2019-06-26, Bayonne, France Part of collection Institutional Repository Document type conference paper Rights © 2019 Y. Xu, E. Schlangen, B. Šavija Files PDF Xu2019_CREATING_STRAIN_HA ... CEMENT.pdf 824.86 KB Close viewer /islandora/object/uuid:41aeaaf3-a5a1-4281-84d0-7f29e6b30cf2/datastream/OBJ/view