Experimental and finite element analysis of cold formed steel beam-column joint
| Autor: | Cherukuri Sri Sai Hanisha, I. Siva Kishore |
|---|---|
| Rok vydání: | 2020 |
| Předmět: |
010302 applied physics
Computer science business.industry Frame (networking) Process (computing) 02 engineering and technology Structural engineering 021001 nanoscience & nanotechnology 01 natural sciences Cold-formed steel Finite element method law.invention Specific strength law 0103 physical sciences Beam column Element (category theory) 0210 nano-technology business Joint (geology) |
| Zdroj: | Materials Today: Proceedings. 33:480-483 |
| ISSN: | 2214-7853 |
| DOI: | 10.1016/j.matpr.2020.05.046 |
| Popis: | Use of Cold Formed Steel (CFS) has a growing tendency for construction purposes by demonstrated a great deal of cooperation in terms of costs. CFS applications increased significantly in structures due to its low weight, high strength to weight ratio, manufacturing efficiency, erection and production. The analysis of connections is essential to any type of construction, because it is desirable to split the structural part first instead of connecting it. The job of designing innovative element profiles is not only difficult but also time-consuming and often the framework does not achieve its full strength because the structure plays an important role. This design works with the development of the beam-column joint CFS, which focuses on the specifications of the Indian standard. An experimental model will be constructed and tested using the loading frame process and the Universal Test Machine. The final result will be compared with the result of Finite Element Analysis (FEA). |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|
Full Text from ScienceDirect