Erratum for “Double Edge Wedge Splitting Test to Characterize the Design Postcracking Parameters of Fiber-Reinforced Concrete Subjected to High Temperatures” by Ramoel Serafini, Ronney R. Agra, Renan P. Salvador, Albert de la Fuente, and Antonio D. de Figueiredo

The first sentence in the third paragraph of the “Compressive Strength and Elastic Modulus” section of the “Results and Discussion” should read as, “On the other hand, the reduction of $E_c$ due to high temperature ranged from 24.6% (150°C) to 99.8% (750°C).”

Fig. 4 contains an error in the plotted curves related to the Eurocode prescriptive equations for compressive strength ($K_c$) and elastic modulus ($K_{Ec}$). The curves in the original article do not correctly represent those in the guidelines. Therefore, the corrected figure is provided. Even with this error, the results presented and discussed in the article remain the same and this change does not diminish or invalidate the discussions or conclusions.