Summary
This study presents a simplified methodology to compute the stress in unbonded tendons at the ultimate moment capacity of prestressed and partially prestressed concrete flexural beams, using a modified strain compatibility analysis.
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References
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© 1991 Springer Science+Business Media Dordrecht
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Naaman, A.E. (1991). Stress at Ultimate in Unbonded Prestressing Tendons by Strain Compatibility. In: Grierson, D.E., Franchi, A., Riva, P. (eds) Progress in Structural Engineering. Solid Mechanics and Its Applications, vol 10. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-3616-7_15
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DOI: https://doi.org/10.1007/978-94-011-3616-7_15
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