Dealing with critical aging infrastructures: challenges and research needs

民用基础设施对社会至关重要，它连接着国家的企业、社区和人民，推动经济发展，提高人们的生活质量。一方面，加拿大和世界各地在20世纪60年代的S和1980年的S建造的大量老化结构呈现出明显的损坏迹象，这些老化结构是由许多有害的破坏机制造成的，如碱-集料反应、延迟钙矾石形成、硫酸盐侵蚀、钢筋腐蚀、冻融循环等。为了保证在其设计使用年限内的性能，甚至延长其预期使用寿命，工程师们需要有效而可靠的工具来将受影响材料的力学性能、物理完整性和耐久性的降低与其结构后果联系起来(诊断)。这一信息对于确定进一步恶化的可能性(预后)和选择及时和有效的管理行动至关重要。另一方面，考虑到对可持续和有弹性的基础设施的需要，以及在未来几十年里保护自然资源的压力，必须用具有生态效益/环境友好的材料建造新的结构，同时优化工业过程产生的材料的回收利用，并拆除达到预期使用寿命的基础设施。因此，当前研究计划的目标在于开发A)用于老化混凝土基础设施状况评估和未来行为预测的优化创新工具；B)用于了解材料的危害性与受各种病理影响的混凝土构件/结构的结构性能/行为之间的相互作用的技术知识；C)用于不良老化基础设施的随时间变化的性能模型，从而允许对此类结构采取可靠和及时的管理行动；以及D)生态高效/环境友好型高性能混凝土配合比设计，以实现建筑业的可持续和弹性发展。拟议研究的结果将有助于制定测试程序、模型和行为规律以及可靠的管理建议/做法，以延长新混凝土结构的设计寿命或老化混凝土结构的使用寿命。

Civil infrastructure is critical for society, connecting the nation’s businesses, communities and people, driving the economy and improving the quality of life of human beings. On one hand, numerous aging structures built in the 1960’s to 1980’s in Canada and worldwide present clear signs of distress caused by numerous harmful damage mechanisms such as alkali-aggregate reaction (AAR), delayed ettringite formation (DEF), sulfate attack, steel corrosion, freezing and thawing cycles, etc. To guarantee performance over their designed service lives, or even to extend their expected life spans, engineers need efficient and reliable tools for correlating the reductions in mechanical properties, physical integrity and durability of affected materials (diagnosis) to their structural consequences. This information is critical in determining the potential for further deterioration (prognosis) and selecting timely and efficient management actions. On the other hand, considering the need for sustainable and resilient infrastructure, as well as the pressure to preserve natural resources for the decades to come, it is essential that new structures are built with eco-efficient/environmentally friendly materials, while optimizing the recycling of materials resulting from industrial processes and demolition of infrastructure having reached their expected service life. Therefore, the objectives of the current research program lie in the development of A) optimized innovative tools for condition assessment and prediction of future behaviour of aging concrete infrastructure; B) technical knowledge for understanding the interactions between the material’s distress and the structural performance/behaviour of concrete members/structures affected by various pathologies; C) time-dependent performance models for distressed, aging infrastructure allowing for reliable and timely management actions for such structures; and D) eco-efficient/environmentally friendly high performance concrete mix designs for the sustainable and resilient development of the construction industry. The results of the proposed research will contribute to the development of testing procedures, models and behavioural laws as well as reliable management recommendations/practices for either extending the design life of new concrete constructions or the service lives of aging concrete structures.