Analytical Study of Common Rigid Steel Connections under the Effect of Heat
| Autor: | Mohammad Naghavi, Navid Siahpolo, Rohola Rahnavard, Akbar Hassanipour |
|---|---|
| Rok vydání: | 2014 |
| Předmět: |
Engineering
Article Subject Experimental model business.industry Rigid frame Stiffness Structural engineering Finite element method Connection (mathematics) Nonlinear system Buckling lcsh:TA1-2040 Steel moment frame medicine medicine.symptom lcsh:Engineering (General). Civil engineering (General) business Civil and Structural Engineering |
| Zdroj: | Advances in Civil Engineering, Vol 2014 (2014) |
| ISSN: | 1687-8094 1687-8086 |
| DOI: | 10.1155/2014/692323 |
| Popis: | One of the most important members of steel structure’s connection region is beam-to-column connection. Rigid connection in steel moment frame has special role in the behavior of these structures and the fire resistance of these connections can be important. In this paper the behaviors of three common types of rigid connections in Iran under the effect of heat were studied by the use of numerical finite element methods through ABAQUS software. The models were verified by the use of an experimental model through elastic and plastic amplitudes up to collapse and during numerical results, and the effect of large deformation in the nonlinear region has also been considered. The results show that the connection with the end plate had a better performance against heat than other connections. Also reduced stiffness and lateral buckling in this connection were less than other connections. |
| Databáze: | OpenAIRE |
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