Zhang, F.; De Corte, W.; Liu, X.; Bao, Y.; Taerwe, L.
A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance. Materials 2025, 18, 1395.
https://doi.org/10.3390/ma18071395
AMA Style
Zhang F, De Corte W, Liu X, Bao Y, Taerwe L.
A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance. Materials. 2025; 18(7):1395.
https://doi.org/10.3390/ma18071395
Chicago/Turabian Style
Zhang, Fan, Wouter De Corte, Xian Liu, Yihai Bao, and Luc Taerwe.
2025. "A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance" Materials 18, no. 7: 1395.
https://doi.org/10.3390/ma18071395
APA Style
Zhang, F., De Corte, W., Liu, X., Bao, Y., & Taerwe, L.
(2025). A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance. Materials, 18(7), 1395.
https://doi.org/10.3390/ma18071395