(in Polish)
Jacek Korentz
Volume 528; Issue 8
Pages 95-96
Accepted for publication: 02.07.2016 r.
This paper proposes a method of choosing the most adequate compressionmodel for longitudinal reinforcement including the possibility of their inelastic buckling in relation to theway inwhich load is applied to reinforced concrete elements. Themethod consists inmodifying the availablemodels of reinforcement according to the conditions in which it works in reinforced concrete elements.
Keywords: reinforcing bar, slenderness ratio, geometric imperfection, stability, inelastic buckling, modelling.
Keywords: reinforcing bar, slenderness ratio, geometric imperfection, stability, inelastic buckling, modelling.
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Jacek Korentz, Ph. D. Eng. - University of Zielona Góra, Faculty of Civil Engineering, Architecture and Environmental Engineering
Jacek Korentz, Ph. D. Eng.
Full paper is available at Publisher house SIGMA-NOT Sp. z o.o. webpage