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An Investigation of The Behavior of Strain-Hardening Cement-Based Composites (SHCC) Obtained in a Split Hopkinson Tension Bar and the Influence of Structural Inertia

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Performance of various strain-hardening cement-based composites (SHCC) subject to uniaxial impact tensile loading
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Novel cement-based composites for the strengthening and repair of concrete structures
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Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests. Part I: Experiments
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Design of a pre-stretched tension Hopkinson bar device: Configuration, tail corrections, and numerical validation
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Influence of cracking in the presence of free water on the mechanical behaviour of concrete
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An Investigation of The Behavior of Strain-Hardening Cement-Based Composites (SHCC) Obtained in a Split Hopkinson Tension Bar and the Influence of Structural Inertia
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Mineral-bonded composites for enhanced structural impact safety - Overview of the format, goals and achievements of the research group GRK 2250

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inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2024.137306openalex-snapshot
Influence of strain rate and fiber blend mode on the tensile behaviors of steel-polyethylene hybrid fiber reinforced engineered cementitious composites
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