This paper proposes a new model for the calculation of crack spacings and crack widths in steel fiber-reinforced concrete members containing conventional steel reinforcing bars (RSFRC). The model considers the effects of various fiber and conventional reinforcement parameters.
Deluce, J., Lee, S., Vecchio, F. Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement,
American concrete institute, 2014, с. 93-102.
Deluce, J., Lee, S., Vecchio, F. .
Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement.
: American concrete institute, 2014, с. 93-102.
Deluce, J., Lee, S., Vecchio, F. (2014)
Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement,
: American concrete institute, с. 93-102
Deluce, J.,
Lee, S., &
Vecchio, F.
(2014).
Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement. ACI Structural journal. American concrete institute, 111 (1), с. 93-102.
