Distinct Fracture Patterns in Construction Steels for Reinforced Concrete under Quasistatic Loading— A Review
| Autor: | David A. Cendón, J. M. Atienza, Fernando Suárez, Jaime C. Gálvez |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2018 |
| Předmět: |
lcsh:TN1-997
cohesive zone model 02 engineering and technology Quasistatic loading XRCT 0203 mechanical engineering General Materials Science Experimental work steel lcsh:Mining engineering. Metallurgy Tensile testing business.industry Nucleation growth Metals and Alloys tensile test Fracture mechanics Structural engineering 021001 nanoscience & nanotechnology Reinforced concrete internal damage Cohesive zone model 020303 mechanical engineering & transports fracture mechanics Fracture (geology) 0210 nano-technology business Geology |
| Zdroj: | Metals, Vol 8, Iss 3, p 171 (2018) |
| ISSN: | 2075-4701 |
| Popis: | Steel is one of the most widely used materials in construction. Nucleation growth and coalescence theory is usually employed to explain the fracture process in ductile materials, such as many metals. The typical cup–cone fracture pattern has been extensively studied in the past, giving rise to numerical models able to reproduce this pattern. Nevertheless, some steels, such as the eutectoid steel used for manufacturing prestressing wires, does not show this specific shape but a flat surface with a dark region in the centre of the fracture area. Recent studies have deepened the knowledge on these distinct fracture patterns, shedding light on some aspects that help to understand how damage begins and propagates in each case. The numerical modelling of both fracture patterns have also been discussed and reproduced with different approaches. This work reviews the main recent advances in the knowledge on this subject, particularly focusing on the experimental work carried out by the authors. |
| Databáze: | OpenAIRE |
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