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- W2181909957 abstract "Norms for projecting concrete and reinforced-concrete structures consider the influence of aggressive environments and regimes onto the resistance of reinforced concrete indirectly and overly-generally (the system of reliability coefficients). Direct evaluation of the projected service life of constructed buildings or the remaining service life of existing buildings and facilities from reinforced concrete is not regulated by the effective norms. Focusing on protection of structures from corrosions or overcoming the consequences of corrosive damage hampers the full optimal use of capabilities of reinforced concrete and it often is not cost-efficient due to excessive expenses and limited service life of the facility. Besides the high costs, the under-development of the issues with solving the tasks of predicting extreme states of reinforced-concrete structures under combines loading and environmental influences poses humanitarian and environmental dangers. Presence of uncontrollable technical risks is directly manifested in worrying statistics of accidents and emergency situations in construction objects. The present article notes the importance of developing methodologically uniform approaches to evaluation of operational and extreme states of reinforced-concrete elements under combined influences of loads and aggressive environment. It offers a diachronous model of deformations of corroded flexible reinforced-concrete elements with macro-fractures." @default.
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- W2181909957 date "2013-01-01" @default.
- W2181909957 modified "2023-09-26" @default.
- W2181909957 title "Mechanics of Corroded Flexible Reinforced-Concrete Elements" @default.
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