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 (1996-1944), 18(7), 1395. https://doi.org/10.3390/ma18071395
Chicago Style (17th ed.) CitationZhang, Fan, Wouter De Corte, Xian Liu, Yihai Bao, and Luc Taerwe. "A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance." Materials (1996-1944) 18, no. 7 (2025): 1395. https://doi.org/10.3390/ma18071395.
MLA (9th ed.) CitationZhang, Fan, et al. "A Modified Trilinear Post-Cracking Model for Fiber-Reinforced Concrete to Improve the Evaluation of the Serviceability Limit State Performance." Materials (1996-1944), vol. 18, no. 7, 2025, p. 1395, https://doi.org/10.3390/ma18071395.