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Publications (11/11 displayed)
- 2024Ageing effects on the mechanical properties stability of 3D printed material under compression
- 2023Response of the ultra high performance concrete under dynamic compressive loadingcitations
- 2023Effect of aging on mechanical properties of 3D printed samples using stereolitography
- 2022Strain Rate-Dependent Compressive Properties of Bulk Cylindrical 3D-Printed Samples from 316L Stainless Steelcitations
- 2021Hybrid Auxetic Structures: Structural Optimization and Mechanical Characterization
- 2020Dynamic Deformation Behaviour of Chiral Auxetic Lattices at Low and High Strain-Ratescitations
- 2019Strain Dependency of Poisson's Ratio of SLS Printed Auxetic Lattices Subjected to Quasi‐Static and Dynamic Compressive Loadingcitations
- 2019STRAIN-RATE AND PRINTING DIRECTION DEPENDENCY OF COMPRESSIVE BEHAVIOUR OF 3D PRINTED STAINLESS STEEL 316Lcitations
- 2019COMPRESSIVE PROPERTIES OF AUXETIC STRUCTURES WITH CONTROLLED STIFFNESS OF STRUT JOINTScitations
- 2018Testing of Auxetic Materials Using Hopkinson Bar and Digital Image Correlationcitations
- 2018IMPACT TESTING OF ORDNANCE GELATINE UNDER MODERATE STRAIN RATE CONDITIONS
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article
Response of the ultra high performance concrete under dynamic compressive loading
Abstract
Ultra high performance concrete is a modern cementitious material which exhibits excellent mechanical properties such as damage tolerance, fracture toughness and durability. These features make this materials suitable for wide range of applications where is the material subjected to different modes of loading and different loading rates.This paper deals with measurement of the Ultra high performance concrete reinforced with steel fibres in quasi-static compression mode of deformation and two elevated strain rates using split Hopkinson pressure bar. The results of the measurement show high increase of the mechanical properties with elevated strain rate.