Comparison study of crack propagation in rubberized and conventional prestressed concrete sleepers using digital image correlation
| Autor: | Mohammad Siahkouhi, Du yunchang, Ruilin You, Guoqing Jing |
|---|---|
| Rok vydání: | 2021 |
| Předmět: |
Digital image correlation
Materials science business.industry Mechanical Engineering 0211 other engineering and technologies 020101 civil engineering Fracture mechanics 02 engineering and technology Structural engineering 0201 civil engineering law.invention Cracking Prestressed concrete Natural rubber law visual_art 021105 building & construction Comparison study visual_art.visual_art_medium business |
| Zdroj: | Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit. 236:350-361 |
| ISSN: | 2041-3017 0954-4097 |
| DOI: | 10.1177/09544097211020595 |
| Popis: | Rubber concrete (RC) has been confirmed to be suitable for concrete sleeper production. This paper studies the cracking behaviour of conventional and rubber-reinforced concrete sleepers based on the results of an experimental program. The cracking behaviour in the pure bending zone was analysed up to a load of 140 kN. The crack mouth opening displacement (CMOD) was accordingly measured using a digital image correlation (DIC) method. The DIC results show that the rubber prestressed concrete sleeper (RPCS) has a resistance against crack initiation that is 20% greater than that of the conventional prestressed concrete sleeper (CPCS) under the same loading condition; however, due to the higher crack growth rate of the RPCS, the first crack detected by the operator forms at 60 kN, which corresponds to a strength approximately 9% lower compared with the 65 kN load at which the first crack is detected in the CPCS. Before the first crack (60 kN), the RPCS has a deflection 35% lower than that of the CPCS, but after cracking, at loads of 80 kN, 100 kN and 140 kN, the RPCS has a deflection 15%, 4% and 24% higher than that of the CPCS, respectively. |
| Databáze: | OpenAIRE |
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