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, Jordon, Lee, Seong-Cheol, Vecchio, Frank Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement,
American concrete institute, 2014, с. 93-102.
Deluce, Jordon, Lee, Seong-Cheol, Vecchio, Frank.
Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement.
: American concrete institute, 2014, с. 93-102.
Deluce, Jordon, Lee, Seong-Cheol, Vecchio, Frank (2014)
Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement,
: American concrete institute, с. 93-102
