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Grzegorz Ludwik Golewski

Researcher at Lublin University of Technology

Publications -  73
Citations -  2704

Grzegorz Ludwik Golewski is an academic researcher from Lublin University of Technology. The author has contributed to research in topics: Fly ash & Fracture toughness. The author has an hindex of 27, co-authored 64 publications receiving 1449 citations.

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Green concrete composite incorporating fly ash with high strength and fracture toughness

TL;DR: In this paper, the effects of FA addition on the compressive strength f cm and fracture toughness of plain concrete are presented, and the results of the K Ic S and the f cm are convergent qualitatively.
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Evaluation of morphology and size of cracks of the Interfacial Transition Zone (ITZ) in concrete containing fly ash (FA)

TL;DR: It can be concluded that composites with 20% addition of FA are characterized by low permeability and therefore high durability, in matured concretes the smallest cracks occur in composite with the 20% FA additive.
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Measurement of fracture mechanics parameters of concrete containing fly ash thanks to use of Digital Image Correlation (DIC) method

TL;DR: In this paper, the fracture toughness during Mode I loading of concretes containing the 0, 20% and 30% addition of class F fly ash (FA), was investigated. And the results of the research show the usefulness of the Digital Image Correlation (DIC) method in experiments of that type.
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Estimation of the optimum content of fly ash in concrete composite based on the analysis of fracture toughness tests using various measuring systems

TL;DR: In this paper, the authors presented the results of compressive strength and fracture toughness tests of concrete composite modified with the addition of siliceous fly ash (FA) using the Digital Image Correlation (DIC) system.
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Evaluation of fracture processes under shear with the use of DIC technique in fly ash concrete and accurate measurement of crack path lengths with the use of a new crack tip tracking method

TL;DR: In this article, the optical and contactless DIC technique was used for the examination of fracture processes in concrete with fly ash under shear loading, and the results showed that unmodified concrete are characterised by greater brittleness, whereas composites made on the basis of the binary binder behave as quasi-plastic materials in the fracture process.