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content/_index.md

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content/publications/CCC2023/index.md

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abstract: The ultra-high tensile capacity of strain-hardening fibre-reinforced cementitious composites makes them promising for impact dynamics applications, however, there is a lack of reference for taking the parameters of the constitutive model of materials in numerical simulations. In this study, the Karagozian & Case concrete/cementitious model parameters for strain-hardening fibre-reinforced cementitious composites were comprehensively and systematically calibrated. Multiaxial behaviour, crack-bridging constitutive relations, strain-rate effects, regularization of damage evolution parameters, and parameters scaling method for wide-range strength of materials were all considered and carefully discussed. The calibrated parameters were validated using low-velocity drop-weight impact tests, near-field explosion tests, and high-speed penetration tests. In this study, the traditional element erosion method and meshless/particle methods of Smoothed Particle Galerkin (SPG) method were used for failure analysis in penetration and explosion models. The results show that the calibrated parameters accurately predict the cratering and scabbing diameters and failure modes of explosion tests with the element erosion method. Furthermore, the residual velocity of the projectile and crack patterns of targets were also predicted with good precision with both element erosion and SPG methods. However, in the simulations of low-velocity impact tests, the predictions of maximum deflection were acceptable, and the errors in residual deflection were significant due to the inherent weakness of the material constitutive model.
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- Source Themes
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- Constitutive Model
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- SHCC
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url: "https://doi.org/10.1016/j.cemconcomp.2022.104911"
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content/publications/CS2023/index.md

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abstract: This study calibrated the parameters of the continuous surface cap model (CSCM) for ultra-high toughness cementitious composites (UHTCC) with compressive strength from 25 MPa to 75 MPa, and the calibrated parameters could describe the mechanical behaviour of UHTCC, including the deviatoric response, volumetric response, tensile strain-hardening behaviour, strain rate effect, as well as the reduction of tensile strain-hardening behaviour at higher strain rate. The drop-weight impact tests on the reinforced concrete slab and reinforced UHTCC slab were proceeded to validate the soundness of the calibrated CSCM. The results show that the calibrated CSCM could accurately predict the impact response of reinforced UHTCC slab, and the most accurate simulation results were achieved in the model of the hexahedral elements with a mesh size of 10 mm. The calibrated CSCM parameters for UTHCC are expected to extend the application of UHTCC in the field of impact engineering.
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url: "https://doi.org/10.1016/j.compstruct.2022.116424"
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content/publications/IJIE2024/index.md

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abstract: Ultra-High-Performance Fibre Reinforced Concrete (UHPFRC) has impressive properties, including high strength, high modulus, and low brittleness, making it a promising candidate for protective engineering structures. This study investigated the near range explosion resistance performance of UHPFRC thin panels in wide scaled distances, inducing failure modes such as breach, spall, and flexure. The empirical prediction methods proposed by McVay, Morishita and UFC 3-340-02 were found to be insufficiently accurate in predicting such damage patterns for UHPFRC. To enhance the accuracy of predicting UHPFRC's response to explosions, this study meticulously calibrated the Riedel–Hiermaier–Thoma (RHT) model parameters for UHPFRC, which were subsequently validated. Recognising the inherent uncertainties in the mechanical properties of such engineering materials, this study used autocorrelated spatial random fields to develop high-fidelity stochastic numerical models and then simulate explosion testing of UHPFRC panels. The study concluded that the modified RHT constitutive model accurately predicted the explosive response of UHPFRC panels, including the failure modes and diameters of craters and spalls. The stochastic numerical models demonstrated superior analytical results compared to the deterministic models due to the consideration of uncertainties in the mechanical properties of the material. The findings of this study enrich the explosive response database of UHPFRC members. The calibrated RHT model provides an additional means of simulating the response of UHPFRC material to short periods of severe loading. Incorporating the stochastic nature of materials into the numerical analysis of explosive loadings promotes the development of more sophisticated high-fidelity numerical models.
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- Explosion Protection
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- UHPFRC
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url: "https://doi.org/10.1016/j.ijimpeng.2024.105028"
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