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Yifei Hao

Researcher at Tianjin University

Publications -  65
Citations -  2512

Yifei Hao is an academic researcher from Tianjin University. The author has contributed to research in topics: Compressive strength & Split-Hopkinson pressure bar. The author has an hindex of 21, co-authored 55 publications receiving 1543 citations. Previous affiliations of Yifei Hao include University of Western Australia & Hebei University of Technology.

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Dynamic compressive behaviour of spiral steel fibre reinforced concrete in split Hopkinson pressure bar tests

TL;DR: In this paper, the dynamic compressive properties of spiral fiber reinforced concrete (SFRC) by conducting high rate impact tests using split Hopkinson pressure bar (SHPB) specimens with different volume fractions of spiral fibres ranging from zero to 15% are investigated.
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Experimental confirmation of some factors influencing dynamic concrete compressive strengths in high-speed impact tests

TL;DR: In this paper, the influence of lateral inertia confinement, end friction confinement and aggregates in high-speed impact tests on dynamic compressive properties of concrete is investigated, and the effect of aggregate size and volume on the dynamic increase factor (DIF) is discussed.
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Review of the current practices in blast-resistant analysis and design of concrete structures:

TL;DR: In this article, the authors highlight the necessity and importance of structural protection against accidental and intentionally malicious blast loads, which are known to be catastrophic, involving personnel injuries and fatalities, economic loss and immeasurable social disruption.
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Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast loadings

TL;DR: In this paper, the authors carried out numerical simulations of a reinforced concrete wall under different blast loadings, and compared the responses of RC wall obtained from numerical models with different DIF relations of concrete material.
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Synthesis of high strength ambient cured geopolymer composite by using low calcium fly ash

TL;DR: In this paper, the authors evaluated the viability of developing high strength geopolymer composite by using low calcium fly ash as a principal binder and its partial replacement with slag, hydrated lime and ultra-fine fly ash in the mortar mixtures.