Bridging the Gap from Lab to Field: Concrete Durability

缩小从实验室到现场的差距：混凝土耐久性

• 批准号: RGPIN-2018-04423
• 负责人: Panesar, Daman
• 金额: $ 2.26万
• 依托单位: University of Toronto
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2022
• 资助国家: 加拿大
• 起止时间: 2022-01-01 至 2023-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=749403
• 关键词: Bridging; Gap; Lab; Field; Concrete

Based on the 2016 Canadian Infrastructure Report Card, approximately 33% of Canadian infrastructure is in fair, poor or very poor' condition. More specifically, 33% of 75,000 highway bridges are structurally or functionally deficient, yielding shorter service lives than anticipated, diminishing structural safety and burdening the economy, environment and society. Durability is commonly evaluated based on accelerated laboratory tests. However, there is a disconnect between long-term durability evaluated under well-controlled laboratory conditions and the actual conditions of concrete structures in the field. Laboratory specimens subjected to accelerated durability tests do not consider the presence of reinforcement, restraint, application of compressive or tensile stress or exposure to coupled degradation mechanisms.The applicant proposes a three-pronged approach that will improve the ability to translate results from laboratory studies of concrete durability to field durability of concrete structures. The three short-term objectives are to:1) Evaluate the effect of internal swelling reaction mechanisms on the anisotropic behavior of concrete due to a variety of factors including: casting direction, specimen shape, aggregate type, and presence of reinforcement.2) Identify laboratory test procedures including conditioning and sequencing, that encourage pessimum (worst case) behavior which will be applied and used to advance the understanding of coupled degradation mechanisms on concrete performance.3) Determine the implications and corresponding mechanisms of stress application to concrete specimens undergoing internal swelling reactions (alkali silica reaction and on concrete damage and service life estimates.The long-term goals of this research program are to develop: 1) new protocols for the inspection, testing, and prognosis of existing structures that account for the anisotropic behavior of concrete; 2) new laboratory test specifications (i.e. MTO, CSA, ASTM) to evaluate concrete exposed to coupled durability mechanisms; and 3) more accurate service life predictions of concrete structures based the performance and properties of reinforced, mechanically loaded concrete specimens. This will effectively bridge the aforementioned disconnect between the interpretation of laboratory concrete durability tests and the field performance of structures.The thrust of this research program complements current advances in research, and is of practical interest to Canadian industry, designers, owners, and operators of concrete infrastructure. Advancements in this area will result in fewer durability-related structural failures, improve diagnosis/prognosis of existing structures, and will enable the design of new concrete infrastructure to have longer service lives than ever before. This is both economically and environmentally beneficial.

根据2016年加拿大基础设施报告卡，大约33%的加拿大基础设施处于中等、较差或非常差的状况。更具体地说，75，000座公路桥梁中有33%存在结构或功能缺陷，使用寿命比预期短，降低了结构安全性，并给经济、环境和社会带来负担。耐久性通常根据加速实验室测试进行评估。然而，在控制良好的实验室条件下评估的长期耐久性与现场混凝土结构的实际条件之间存在脱节。 进行加速耐久性试验的实验室试件不考虑钢筋、约束、压缩或拉伸应力的应用或暴露于耦合退化mechanism.The申请人提出了一种三管齐下的方法，该方法将提高将混凝土耐久性的实验室研究结果转化为混凝土结构的现场耐久性的能力。三个短期目标是：1）评估内部膨胀反应机制对混凝土各向异性行为的影响，这是由于各种因素造成的，包括：浇注方向、试样形状、骨料类型和是否存在水泥。2）确定实验室测试程序，包括调节和排序，鼓励pessimum（最坏情况下）的行为，这将被应用和使用，以促进对混凝土性能的耦合退化机制的理解。确定对经历内部膨胀反应的混凝土试件施加应力的含义和相应机制（碱硅酸反应和对混凝土损伤和使用寿命的估计。本研究计划的长期目标是：1）用于现有结构的检查、测试和预测的新协议，其说明混凝土的各向异性行为; 2）新的实验室测试规范（即MTO，CSA，ASTM），以评估混凝土暴露于耦合的耐久性机制;和3）更准确的混凝土结构的使用寿命预测的基础上的性能和钢筋，机械加载混凝土试样的属性。这将有效地弥合实验室混凝土耐久性试验的解释和结构的现场性能之间的上述脱节。该研究计划的主旨补充了当前的研究进展，并对加拿大工业，设计师，业主和混凝土基础设施运营商具有实际意义。 这一领域的进步将减少与耐久性相关的结构故障，改善现有结构的诊断/预测，并使新混凝土基础设施的设计具有比以往更长的使用寿命。这在经济上和环境上都是有益的。