The stress of unbonded steel in post-tensioned concrete beams at the ultimate stage is needed to determine their moment capacity, but it is difficult to accurately predict the stress of external posttensioning steel.
Tia, M., Shin, K., Kang, T. Non-Iterative Moment Capacity Equation for Reinforced Concrete Beams with External Post-Tensioning,
American concrete institute, 2014, 1111 - 1122.
Tia, M., Shin, K., Kang, T. .
Non-Iterative Moment Capacity Equation for Reinforced Concrete Beams with External Post-Tensioning.
: American concrete institute, 2014, 1111 - 1122.
Tia, M., Shin, K., Kang, T. (2014)
Non-Iterative Moment Capacity Equation for Reinforced Concrete Beams with External Post-Tensioning,
: American concrete institute, 1111 - 1122
Tia, M.,
Shin, K., &
Kang, T.
(2014).
Non-Iterative Moment Capacity Equation for Reinforced Concrete Beams with External Post-Tensioning. ACI Structural journal. American concrete institute 111 (5), 1111 - 1122.
