Пружно-пластичне деформування елементів будівельних конструкцій під час пожежі
The technique for modeling thermomechanical processes in structural elements subjected to the fire is considered. The model is based on the heat conduction equation and the principle of virtual displacements using the finite element method. The thermomechanical behavior of a frame under the fire con...
Збережено в:
| Дата: | 2018 |
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| Автори: | , |
| Формат: | Стаття |
| Мова: | Ukrainian |
| Опубліковано: |
Pidstryhach Institute for Applied Problems of Mechanics and Mathematics of NAS of Ukraine
2018
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| Теми: | |
| Онлайн доступ: | http://journals.iapmm.lviv.ua/ojs/index.php/APMM/article/view/2469 |
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| Назва журналу: | Prykladni Problemy Mekhaniky i Matematyky |
Репозитарії
Prykladni Problemy Mekhaniky i Matematyky| Резюме: | The technique for modeling thermomechanical processes in structural elements subjected to the fire is considered. The model is based on the heat conduction equation and the principle of virtual displacements using the finite element method. The thermomechanical behavior of a frame under the fire conditions is studied. Its fire resistance is determined. A comparative analysis of the results obtained under different model assumptions is given. Cite as: Buryk O. O., Drobenko B. D. Elastic-plastic deformation of elements of building structures under fire // Appl. Probl. Mech. Math. – 2017. – No. 15. – С. 81–88. [In Ukrainian] |
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