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Vikram Dey

Researcher at Arizona State University

Publications -  12
Citations -  340

Vikram Dey is an academic researcher from Arizona State University. The author has contributed to research in topics: Flexural strength & Textile-reinforced concrete. The author has an hindex of 6, co-authored 12 publications receiving 252 citations.

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Low-velocity flexural impact response of fiber-reinforced aerated concrete

TL;DR: In this article, the impact response of fiber-reinforced aerated concrete was investigated under a three-point bending configuration based on free-fall of an instrumented impact device.
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Flexural impact response of textile-reinforced aerated concrete sandwich panels

TL;DR: In this paper, the effect of impact energy on the mechanical properties of textile-reinforced aerated concrete sandwich panels was investigated using an instrumented three-point bending experiment under static and low-velocity dynamic loading.
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The fracture response of blended formulations containing limestone powder: Evaluations using two-parameter fracture model and digital image correlation

TL;DR: In this article, the fracture response of mortars in which OPC is partially replaced by limestone or a combination of limestone and fly ash/metakaolin (i.e., for total OPC replacement levels of 20% and 35% by volume) is reported, and the blended mortars demonstrate fracture parameters (fracture toughness, K IC S and critical crack tip opening displacement, CTOD c, determined using the two-parameter fracture model, TPFM) that are comparable to or better than those of pure OPC formulations in spite of having slightly lower compressive strengths
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Mechanical properties of micro and sub-micron wollastonite fibers in cementitious composites

TL;DR: In this article, the effect of mineral wollastonite micro and sub-micron fibers on the mechanical properties of cement-based systems were studied using compressive strength and notched beam flexural tests.
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Correlation of constitutive response of hybrid textile reinforced concrete from tensile and flexural tests

TL;DR: In this article, a combination of tensile and flexural tests is used to measure the constitutive properties of thin section cement composites using a simplified linear analysis, and it is shown that the variability between the test results can be as high as 200-300%.