Strength Capacity and Failure Mode of Shear Connectors Suitable for Composite Cold Formed Steel Beams: Numerical Study
| Autor: | S. O. Bamaga, S. Elsawaf |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
Technology
Materials science push test Composite number 0211 other engineering and technologies CFS section 020101 civil engineering 02 engineering and technology Plasticity Article 0201 civil engineering law.invention law 021105 building & construction composite beam General Materials Science Brick Microscopy QC120-168.85 business.industry QH201-278.5 finite element modeling Structural engineering Engineering (General). Civil engineering (General) Cold-formed steel Finite element method TK1-9971 Shear (sheet metal) Descriptive and experimental mechanics Electrical engineering. Electronics. Nuclear engineering TA1-2040 business Failure mode and effects analysis Beam (structure) shear connector |
| Zdroj: | Materials, Vol 14, Iss 3627, p 3627 (2021) Materials Volume 14 Issue 13 |
| ISSN: | 1996-1944 |
| Popis: | In this paper, the findings of numerical modeling of the composite action between normal concrete and Cold-Formed Steel (CFS) beams are presented. To obtain comprehensive structural behavior, the numerical model was designed using 3-D brick components. The simulation results were correlated to the experimental results of eight push tests, using three types of innovative shear connectors in addition to standard headed stud shear connectors, with two different thicknesses of a CFS channel beam. The proposed numerical model was found to be capable of simulating the failure mode of the push test as well as the behavior of shear connectors in order to provide composite action between the cold-formed steel beam and concrete using the concrete damaged plasticity model. |
| Databáze: | OpenAIRE |
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