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- W4243227132 abstract "Formation of model describing dynamic straining of reinforced concrete requires taking into account the basic aspects influencing the stress-strain state of structures. Strength of concrete segments in crack spacing is one of the crucial aspects that affect general strain behavior of reinforced concrete. Experimental results demonstrate significant change in strength of tensed and compressed concrete segments in crack spacing both under static and under dynamic loading. In this case, strength depends on tensile strain level and the slope angle of rebars towards the cracks direction. Existing theoretical and experimental studies estimate strength of concrete segments in crack spacing under static loading. The present work presents results of experimental and theoretical studies of dynamic strength of plates between cracks subjected to compression-tension. Experimental data was analyzed statistically; the dependences were suggested to describe dynamic strength of concrete segments depending on tensile strain level and slope angle of rebars to cracks direction." @default.
- W4243227132 created "2022-05-12" @default.
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- W4243227132 date "2018-01-01" @default.
- W4243227132 modified "2023-09-26" @default.
- W4243227132 title "Strength of tensed and compressed concrete segments in crack spacing under short-term dynamic load" @default.
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- W4243227132 doi "https://doi.org/10.1051/matecconf/201714301013" @default.
- W4243227132 hasPublicationYear "2018" @default.
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