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Stress-strain state of fiber bundles in glass-fiber-reinforced concrete structural elements

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Abstract

The stress-strain diagrams of glass-fiber bundles working in tension are analyzed. The results for glass fibers in normal conditions and for glass fibers soaked in a saturated Ca(OH)2 solution (to mimic a concrete or cement binder medium) are compared.

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References

  1. E. S. Ventsel,Probability Theory [in Russian], Nauka, Moscow (1969).

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  2. G. M. Barten'ev,High-Strength and Ultrahigh-Strength Inorganic Glasses [in Russian], Khimiya, Moscow (1974).

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  3. Yu. N. Rabotnov,Mechanics of the Deformable Solid Body [in Russian], Nauka, Moscow (1979).

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Authors
  1. F. N. Rabinovich
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  2. L. L. Lemysh
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Additional information

Translated from Steklo i Keramika, No. 12, pp. 24–27, December, 1996.

IsNIIpromzdanii Research Institute.

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Rabinovich, F.N., Lemysh, L.L. Stress-strain state of fiber bundles in glass-fiber-reinforced concrete structural elements. Glass Ceram 53, 373–376 (1996). https://doi.org/10.1007/BF01129676

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  • DOI: https://doi.org/10.1007/BF01129676

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