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Volga State University of Technology, Yoshkar-Ola, Russia; Research of strained condition compo-concrete beam under the reaction of long-time load

UDK: 69.04

D.I. Kalinin, F.A. Sabantsev

The aim of this work is research of strained condition compo-concrete beam – it is the concrete beam reinforced by basalt-plastic rods. Experiment by loading compo-concrete beam was produced In time of researching. Also analytical calculation of beam strains was performed. Analysis and comparison of experimental and analytical results was made. At the end of research, was established that composite reinforcement beam shows creep. Creep was derived in increase of deflection and rise of cracks width. The load corresponding of long-time reinforcement resistance is close to experimental.

Файл: Д.И. Калинин, Ф.А. Сабанцев.pdf, 8 pag.

Рубрика: Строительная механика. Моделирование физических процессов строительства. Строительные конструкции зданий и сооружений
Выпуск №6: По материалам VIII Всероссийской молодежной конференции аспирантов, молодых ученых и студентов «СОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА», (Часть I ,июнь, 2016)


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