Why Load-CMOD is preferred rather than Load-Deflection, when characterizing flexural toughness of Fib Reinf. Conc.(FRC) beam under 4-point loading?

07 July 2017 0 4K Report

May you advise me on the reason why Load-CMOD relationship is more preferred rather than Load-Deflection relation when considering the flexural performance (flexural toughness) of Fiber-Reinforced Concrete beam elements? Thanks

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