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The document discusses the fatigue behavior of a new multi-scale cement composite, CEMTECmultiscale®, developed by the Laboratoire Central des Ponts et Chaussées. Experimental results indicate a strong correlation between initial static damage and fatigue endurance limit, with no failures observed below a loading ratio of 0.65 during bending fatigue tests. The composite demonstrates improved bending strength and durability, making it a promising material for structural applications without traditional reinf

Author

20105023

Language

EN