Přihlášení pro studenty

Přihlášení pro zaměstnance

Publikace detail

Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement
Autoři: Balaban Eren | Onur Mehmet Inanc
Rok: 2018
Druh publikace: článek v odborném periodiku
Název zdroje: Geomechanics and Engineering
Strana od-do: 233-245
Tituly:
Jazyk Název Abstrakt Klíčová slova
cze Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement The reliability of reinforced concrete structures is frequently compromised by the deterioration caused by reinforcement corrosion. Evaluating the effect caused by reinforcement corrosion on structural behaviour of corrosion damaged concrete structures is essential for effective and reliable infrastructure management. In lifecycle management of corrosion affected reinforced concrete structures, it is difficult to correctly assess the lifecycle performance due to the uncertainties associated with structural resistance deterioration. This paper presents a stochastic deterioration modelling approach to evaluate the performance deterioration of corroded concrete structures during their service life. The flexural strength deterioration is analytically predicted on the basis of bond strength evolution caused by reinforcement corrosion, which is examined by the experimental and field data available. An assessment criterion is defined to evaluate the flexural strength deterioration for the time-dependent reliability analysis. The results from the worked examples show that the proposed approach is capable of evaluating the structural reliability of corrosion damaged concrete structures. consolidation;settlement;geosynthetics;pile;embankment
eng Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement The reliability of reinforced concrete structures is frequently compromised by the deterioration caused by reinforcement corrosion. Evaluating the effect caused by reinforcement corrosion on structural behaviour of corrosion damaged concrete structures is essential for effective and reliable infrastructure management. In lifecycle management of corrosion affected reinforced concrete structures, it is difficult to correctly assess the lifecycle performance due to the uncertainties associated with structural resistance deterioration. This paper presents a stochastic deterioration modelling approach to evaluate the performance deterioration of corroded concrete structures during their service life. The flexural strength deterioration is analytically predicted on the basis of bond strength evolution caused by reinforcement corrosion, which is examined by the experimental and field data available. An assessment criterion is defined to evaluate the flexural strength deterioration for the time-dependent reliability analysis. The results from the worked examples show that the proposed approach is capable of evaluating the structural reliability of corrosion damaged concrete structures. consolidation;settlement;geosynthetics;pile;embankment

Katedry

Pracoviště

Jak nás najdete?

zobrazit na mapy.cz

Služby

Často hledáte

© 2023 Univerzita Pardubice, Studentská 95, 532 10 Pardubice 2
Telefon: 466 036 111, 466 036 112, 466 036 113
Správce webu, RSS
ID datové schránky: f5vj9hu
Prohlášení o přístupnosti
CC BY-NC-ND 4.0 CZ