Summary
A new proposed third order polynomial strength criterion, based on tensorial function theory of continuum mechanics, has been used to determine the strength parameters for concrete. A straight-forward computer program to determine the parameters and plot the strength envelope has been developed. A favorable correlation between theoretical and experimental results is observed.
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References
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© 1986 Springer Japan
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Huang, C.L.D., Lei, C. (1986). Strength Criteria for Concrete. In: Yagawa, G., Atluri, S.N. (eds) Computational Mechanics ’86. Springer, Tokyo. https://doi.org/10.1007/978-4-431-68042-0_138
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DOI: https://doi.org/10.1007/978-4-431-68042-0_138
Publisher Name: Springer, Tokyo
Print ISBN: 978-4-431-68044-4
Online ISBN: 978-4-431-68042-0
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