Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements
To obtain the complete solutions describing the balance of a reinforced concrete structure, it is necessary to introduce a behavioral law characterizing the physical properties of material. The goal of this work is to study the response of reinforced concrete elements by taking into account th...
Збережено в:
| Дата: | 2009 |
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| Автори: | , , |
| Формат: | Стаття |
| Мова: | English |
| Опубліковано: |
Інститут проблем міцності ім. Г.С. Писаренко НАН України
2009
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| Назва видання: | Проблемы прочности |
| Теми: | |
| Онлайн доступ: | http://dspace.nbuv.gov.ua/handle/123456789/48413 |
| Теги: |
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| Назва журналу: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Цитувати: | Modeling and influence of shear retention parameter on the response of reinforced concrete structural elements / L. Dahmani, A. Khennane, S. Kaci // Проблемы прочности. — 2009. — № 4. — С. 108-116. — Бібліогр.: 9 назв. — англ. |
Репозитарії
Digital Library of Periodicals of National Academy of Sciences of Ukraine| Резюме: | To obtain the complete solutions describing the
balance of a reinforced concrete structure, it is
necessary to introduce a behavioral law characterizing
the physical properties of material. The
goal of this work is to study the response of reinforced
concrete elements by taking into account
the variation of the shear retention parameter (aggregate
interlock) and the mesh density. The concrete
was assumed as elastic-plastic material and
follow Drucker-Prager failure criterion with associated
flow rule, the steel reinforcements were
assumed to be elastic-perfectly plastic. The numerical
results obtained are compared with other
results available in the literature. |
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