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Dongming Yan

Researcher at Zhejiang University

Publications -  119
Citations -  1557

Dongming Yan is an academic researcher from Zhejiang University. The author has contributed to research in topics: Geopolymer & Corrosion. The author has an hindex of 13, co-authored 93 publications receiving 825 citations. Previous affiliations of Dongming Yan include Missouri University of Science and Technology & Zhengzhou University.

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Dynamic properties of concrete in direct tension

TL;DR: In this article, a servo-hydraulic testing machine was used to study the strain-rate dependent behavior of concrete in tension and the effect of temperature and moisture content on the strain sensitivity of concrete.
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2D and 3D homogenization and fracture analysis of concrete based on in-situ X-ray Computed Tomography images and Monte Carlo simulations

TL;DR: In this paper, Monte Carlo simulations of realistic meso-scale models based on high-resolution micro-scale X-ray Computed Tomography (XCT) images, using asymptotic homogenization and the concrete damaged plasticity (CDP) model, were used to characterize mesoscale mechanical behaviors of concrete.
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Chloride penetration into concrete damaged by uniaxial tensile fatigue loading

TL;DR: In this article, a quantitative correlation has been established to predict the effects of residual strains on the apparent chloride diffusivity of fatigue-damaged concrete, and the experimental results show that the tensile fatigue damage can accelerate the chloride penetration in concrete by 1.5-3.0 times, when the magnitude of maximum fatigue load is between 25% and 45% of the ultimate tensile load of the specimen.
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Splitting strength of GGBFS concrete incorporating with steel fiber and polypropylene fiber after exposure to elevated temperatures

TL;DR: In this paper, the authors investigated the splitting properties of fiber reinforced ground granulated blast furnace slag (GGBFS) concrete after exposure to elevated temperatures, and proposed a set of theoretical equations to predict the residual splitting strength of concrete after being heated to temperatures up to 800 °C.