000009190 001__ 9190
000009190 005__ 20141204092416.0
000009190 04107 $$aeng
000009190 046__ $$k12/05/2014
000009190 100__ $$aTeplý, B.
000009190 24500 $$aLimit states of concrete structures subjected to environmental actions

000009190 24630 $$n18.$$pEngineering Mechanics 2012
000009190 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, Prague
000009190 506__ $$arestricted
000009190 520__ $$2eng$$aIn the context of performance requirements, whole life costing and sustainability, the concrete structure durability issue has recently gained considerable attention. The present paper deals with service life assessment utilizing durability limit states specially defined for concrete structures, i.e. focusing on degradation due to environmental effects. Both the initiation and propagation periods of reinforcement corrosion are considered and a comprehensive choice of limit states is provided. The approach is based on degradation modelling together with probabilistic assessment, enabling the evaluation of service life and the relevant reliability level. A suitable software tool is introduced which makes use of a variety of degradation models and is thus able to facilitate the effective decision making of designers and clients.

000009190 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009190 653__ $$aconcrete structures, limit states, durability, reliability, environmental effects, modelling

000009190 7112_ $$aEngineering Mechanics 2012$$cSvratka (CZ)$$d12/05/2014 - 15/05/2014$$gEM2012
000009190 720__ $$aTeplý, B.$$iNovák, D.
000009190 8560_ $$ffischerc@itam.cas.cz
000009190 8564_ $$s318978$$uhttps://invenio.itam.cas.cz/record/9190/files/099_Teply_B-FT.pdf$$yOriginal version of the author's contribution as presented on CD, paper (No. 099).
000009190 962__ $$r8924
000009190 980__ $$aPAPER