Fig. 9From: Failure Mechanisms and Rehabilitation Scenarios for Concrete Hydroelectric Facilities Affected by Alkali–Aggregate ReactionLocal analysis of the spillway’s bridge (reinforcement not shown): a global model damage pattern at year 30; b substructure model damage pattern at year 30 and integrated boundary loads (moments with blue arrows in kN.m, forces with red arrows in kN); c substructure model damage pattern before failure at year 44Back to article page