Abstract: A model is proposed with a probabilistic evolution of damage in the material. The constitutive law is built through the development of a two‐level approach. The micro‐level is assumed to be constituted of elastic‐brittle ...

Abstract: Nonlinear problems in structures are generally solved by using traditional finite‐element methods. The computations are often accurate, but they are also expensive. A simplified model could, however, be sufficient either ...

Abstract: Although variability in material properties and loading conditions is commonly accounted for in safety and reliability studies, this is not the case for model assumptions. In addition, many other uncertainties affect the ...

Abstract: For some materials, such as RC, there is an initiation phase of deterioration where aggressive agents such as chlorides diffuse into the concrete cover. It is necessary to model this initiation time when attempting to ...

Abstract: To increase freight efficiency, trucks are allowed to transport heavier loads without adding extra axles. The impact of this practice on infrastructure damage needs to be evaluated. This involves evaluating the fatigue ...

Abstract: To increase freight efficiency, trucks are allowed to transport heavier loads without adding extra axles. The impact of this practice on infrastructure damage needs to be evaluated. This involves evaluating the fatigue ...

Abstract: A methodology is proposed for the development of decision criteria for sewer asset management. Six principles have been established and applied. (1) Criteria are developed for supporting the definition of investigation ...