Колонка редактора - Eng
Modeling the stress-strain state of masonry which reinforced by pre-stressed rods because of temperature effects
UDK: 69.059.38
D.O. Demakov, I.L. Tonkov
Object of research is the brick wall damaged by cracks strengthened by system from previously strained belts. The method of calculation of prestrained belts doesn't consider change of the intense deformed condition of a stone laying owing to temperature influences. Solution of this problem is the idealized model of a fragment of a wall of real object is created. The model consists of two settlement schemes, first of which displays change of the intense deformed condition of a stone laying owing to change of efforts of a tension of belts, the second displays change of efforts of intense belts owing to temperature influences. Change of a tension of cores also affects on results of calculation of a stone laying on collapse. The formula which includes change of efforts of a tension of belts from temperature is as a result received.
Файл: Д.О. Демаков, И.Л. Тонков.pdf, 6 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)
