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Radek Štefan

Researcher at Czech Technical University in Prague

Publications -  25
Citations -  153

Radek Štefan is an academic researcher from Czech Technical University in Prague. The author has contributed to research in topics: Finite element method & Discretization. The author has an hindex of 5, co-authored 24 publications receiving 99 citations.

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Hygro-thermo-mechanical analysis of spalling in concrete walls at high temperatures as a moving boundary problem

TL;DR: A mathematical model allowing coupled hygro-thermo-mechanical analysis of spalling in concrete walls at high temperatures by means of the moving boundary problem is presented and a simplified mechanical approach to account for effects of thermal stresses and pore pressure build-up is incorporated into the model.
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Experimental investigation of the compressive strength of normal-strength air-entrained concrete at high temperatures

TL;DR: In this paper, the authors investigated the effect of air entrainment on the compressive strength of normal-strength concrete at temperatures ranging from 20°C to 800°C.
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Analysis of coupled transport phenomena in concrete at elevated temperatures

TL;DR: A non-linear numerical scheme arising from the implicit time discretization of the Bazant-Thonguthai model for hygro-thermal behavior of concrete at high temperatures reproduces well the rapid increase of pore pressure in wet concrete due to extreme heating.
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Numerical investigation of slender reinforced concrete and steel-concrete composite columns at normal and high temperatures using sectional analysis and moment-curvature approach

TL;DR: In this paper, a numerical procedure for investigation of reinforced concrete columns and steel-concrete composite columns at normal and high temperatures is presented, based on sectional analysis and moment-curvature approach.
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Thermal, spalling, and mechanical behaviour of various types of cementitious composites exposed to fire: Experimental and numerical analysis

TL;DR: In this article, the authors investigate and present the thermal behaviour, propensity to spalling, and residual strength of various types of cementitious composites exposed to fire and conclude that concrete containing mineral wool shreds performs very well when subjected to fire.