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- W2590243239 abstract "The paper presents an analysis of elevated temperature influence on the load bearing capacity of rectangular doubly-reinforced concrete cross-sections. The numerical analysis was carried out basing on authors’ experiments on fine-grained concrete subjected to elevated temperature in the range from +20 oC to +600 oC and using the Eurocode 2 relation between the plastic limit of steel and temperature. The load bearing capacity of cross-sections with various amount of reinforcement – symmetric and non-symmetric, was investigated using limit state interaction diagrams." @default.
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- W2590243239 date "2017-01-01" @default.
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- W2590243239 title "Influence of Elevated Temperature on Load Bearing Capacity of Reinforced Fine-grained Concrete" @default.
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- W2590243239 doi "https://doi.org/10.1016/j.proeng.2017.02.109" @default.
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