Strength of Elements with Annular Cross Sections Made of Steel-fiber-Reinforced Concrete Under One-Time Loads
| Autor: | E. M. Babych, O. V. Andriichuk |
|---|---|
| Rok vydání: | 2017 |
| Předmět: |
T-beam
Materials science Structural material business.industry 020209 energy Mechanical Engineering 02 engineering and technology Structural engineering Fiber-reinforced concrete Condensed Matter Physics Reinforced concrete law.invention 020303 mechanical engineering & transports 0203 mechanical engineering Mechanics of Materials law Solid mechanics Crack initiation 0202 electrical engineering electronic engineering information engineering General Materials Science Composite material business Reinforcement |
| Zdroj: | Materials Science. 52:509-513 |
| ISSN: | 1573-885X 1068-820X |
| DOI: | 10.1007/s11003-017-9983-z |
| Popis: | The strength of elements with annular cross-sections made of steel-fiber-reinforced concrete with fractions of reinforcement (in %) by steel fibers equal to μ = 1.5 and 2.5 and reinforced concrete is experimentally studied under the conditions of short one-time loads. The process of crack initiation is analyzed, and the experimental results are compared. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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