Strain Capacity of Reinforced Concrete Members Subjected to Uniaxial Tension
| Autor: | Annette Beedholm Rasmussen, Jakob Fisker, Lars German Hagsten |
|---|---|
| Rok vydání: | 2017 |
| Předmět: |
Materials science
Strain (chemistry) Tension (physics) Bar (music) business.industry 0211 other engineering and technologies Uniaxial tension 020101 civil engineering 02 engineering and technology General Medicine Structural engineering Reinforced concrete 0201 civil engineering Reinforced solid 021105 building & construction Ultimate stress Composite material Reinforcement business Engineering(all) |
| Zdroj: | Procedia Engineering. 172:338-346 |
| ISSN: | 1877-7058 |
| DOI: | 10.1016/j.proeng.2017.02.038 |
| Popis: | The aim of this paper is to set up a method to determine the strain capacity of tension bars of reinforced concrete (RC) subjected to pure tension. Due to the interaction between reinforcement and concrete and due to the presence of cracks, the stresses in both reinforcement and concrete are varying along the length of the tension bar. The strain capacity of the tension bar is seen as the average strain in the reinforcement at the load level corresponding to the ultimate stress capacity of the reinforcement at the cracks. The result of the approach is in overall good agreement when comparing with 24 tests. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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