Несущая способность сталежелезобетонных стен с листовым армированием на статические нагрузки
Auteur(s): |
Vladimir Travush
Petr Arleninov Mikhail Desyatkin Andrey Ivaschenko Semen Kaprielov Denis Konin Alexey Krylov Sergey Krylov Igor Chilin Andrey Sheinfeld |
---|---|
Médium: | article de revue |
Langue(s): | russe |
Publié dans: | International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, 26 décembre 2023, n. 4, v. 19 |
Page(s): | 166-181 |
DOI: | 10.22337/2587-9618-2023-19-4-166-181 |
Abstrait: |
The features of the behavior of steel-plate composite walls for static loads are considered. Based on the analysis of modern technical and regulatory documentation, the rationale for the chosen research topic is given. A review of the literature is performed, and the features of development are noted. A detailed description and features of the experimental structures under study and the materials used are presented. The features of the test are considered, and the test equipment is described. Analytical and numerical calculations of structures for eccentric compression have been performed. The description of the calculation complex and the used models of materials is presented; the description of numerical models, the features of their construction and calculation are given, the results of calculations are presented – stress distributions, deformations, features of cracking. The general types of experimental eccentric compression wall models are presented, the nature of the loss of bearing capacity of experimental structures is described, and a picture of destruction is presented. The analysis of the experimental data obtained and their comparison with analytical and numerical calculations are performed. |
- Informations
sur cette fiche - Reference-ID
10754694 - Publié(e) le:
14.01.2024 - Modifié(e) le:
14.01.2024