Bearing capacity of reinforced concrete T-beams with a steel profile

Автор: Korsun Volodymyr Ivanovich, Shvets Georgii Andreevich, Vinogradova Natalia Anatolevna

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 4 (89), 2020 года.

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The object of research is a reinforced concrete T-beam element of prefabricated monolithic slabs with a thin-walled steel profile. Previously, the steel profile was used in the beams as a stay-in-place formwork, while the authors proposed to include it in the structural behaviour by anchoring. Four variants of T-beam elements have been tested to assess the influence of a thin-walled steel profile on the load-bearing capacity over normal sections. As a result, the strength capacity of reinforced concrete beams with anchored steel profile is 55% higher than the strength capacity of similar samples without steel profile.

Reinforced concrete, composite steel and concrete structures, experimental research, deformations, load bearing capacity

Короткий адрес: https://sciup.org/143172524

IDR: 143172524   |   DOI: 10.18720/CUBS.89.4

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