Shear and Flexural Capacity of Reinforced Concrete Members with Circular Cross Section
| Autor: | Annisa Prita Melinda, Ruddy Kurniawan, Rendy Thamrin |
|---|---|
| Rok vydání: | 2017 |
| Předmět: |
Materials science
business.industry Three point flexural test 0211 other engineering and technologies 020101 civil engineering 02 engineering and technology General Medicine Structural engineering Reinforced concrete 0201 civil engineering Flexural strength Shear (geology) 021105 building & construction Composite material Reinforcement business Engineering(all) Shear capacity |
| Zdroj: | Procedia Engineering. 171:957-964 |
| ISSN: | 1877-7058 |
| DOI: | 10.1016/j.proeng.2017.01.400 |
| Popis: | An experimental study of the shear and flexural behavior of reinforced concrete members with solid circular cross sections is presented. The test was carried out on six specimens. Three were confined with circular hoops, and three had no confinement. All tested specimens were subjected to two point monotonic loads. The amount of longitudinal reinforcement was used as a test variable. Theoretical shear strength was calculated using equations presented in literature and then compared to the shear strength obtained experimentally. Comparison between test results and theoretical shear capacity shows that equations conservatively estimate shear strength of the specimens. Analytical study was also conducted to obtain the flexural response of the specimens through all ranges of elastic and post-peak load. Analytical prediction compares well with the test result. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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