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Durability-Based Design of Structures Made with Ultra-High-Performance/Ultra-High-Durability Concrete in Extremely Aggressive Scenarios: Application to a Geothermal Water Basin Case Study

机译:基于耐用的结构设计,采用超高性能/超高耐久性混凝土制造,以极其激进的情况:在地热水盆地案例研究中的应用

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This paper provides the formulation and description of the framework and methodology for a Durability Assessment-based Design approach for structures made of the Ultra-High-Durability Concrete materials conceived, produced and investigated in the project ReSHEALience (Rethinking coastal defence and Green-energy Service infrastructures through enHancEd-durAbiLity high-performance cement-based materials) funded by the European Commission within the Horizon 2020 Research and Innovation programme (Call NMBP 2016–2017 topic 06-2017 GA 780624). The project consortium, coordinated by Politecnico di Milano, gathers 13 partners from 7 countries, including 6 academic institutions and 7 industrial partners, covering the whole value chain of the concrete construction industry. The innovative design concept informing the whole approach herein presented has been formulated shifting from a set of prescriptions, mainly referring to material composition and also including, in case, an allowable level of damage defined and quantified in order not to compromise the intended level of “passive” protection of sensitive material and structural parts (deemed-to-satisfy approach; avoidance-of-deterioration approach), to the prediction of the evolution of the serviceability and ultimate limit state performance indicators, as relevant to the application, as a function of scenario-based aging and degradation mechanisms. The new material and design concepts developed in the project are being validated through design, construction and long-term monitoring in six full-scale proofs-of concept, selected as representative of cutting edge economy sectors, such as green energy, Blue Growth and conservation of R/C heritage. As a case study example, in this paper, the approach is applied to a basin for collecting water from a geothermal power plant which has been built using tailored Ultra-High-Durability Concrete (UHDC) mixtures and implementing an innovative precast slab-and-buttress structural concept in order to significantly reduce the thickness of the basin walls. The geothermal water contains a high amount of sulphates and chlorides, hence acting both as static load and chemical aggressive. The main focus of the analysis, and the main novelty of the proposed approach is the prediction of the long-term performance of UHDC structures, combining classical structural design methodologies, including, e.g., cross-section and yield line design approaches, with material degradation laws calibrated through tailored tests. This will allow us to anticipate the evolution of the structural performance, as a function of exposure time to the aggressive environment, which will be validated against continuous monitoring, and pave the way towards a holistic design approach. This moves from the material to the structural durability level, anticipating the evolution of the structural performance and quantifying the remarkable resulting increase in the service life of structures made of UHDC, as compared to companion analogous ones made with ordinary reinforced concrete solutions.
机译:本文提供了一种耐久性评估的设计方法的框架和方法的制定和描述,用于建立在项目重新启动中的超高耐久性混凝土材料制作,生产和调查的结构(重新思考沿海防御和绿色能源服务)通过增强耐用性高性能水泥的材料的基础设施由欧洲委员会在地平线2020的研究和创新计划中获得资助(致电NMBP 2016-2017主题06-2017 GA 780624)。由Politecnico Di Milano协调的项目财团,收集来自7个国家的13个合作伙伴,其中包括6个学术机构和7名工业伙伴,涵盖了混凝土建筑行业的整个价值链。通知本文本文的全部方法的创新设计概念已经制定了一组处方的移位,主要参考材料组合物,而且在情况下,在情况下包括允许和量化的允许的损伤水平,以免损害预期的水平“被动“保护敏感材料和结构部件的保护(被视为满足的方法;避免劣化方法),以预测可维护性和最终极限状态性能指标的演变,与应用相关,作为函数基于情景的老化和降解机制。该项目开发的新材料和设计概念是通过六种全面概念的设计,建设和长期监测进行验证,被选为尖端经济部门,如绿色能源,蓝色增长和保护等代表r / c遗产。作为案例研究示例,本文将该方法应用于盆地,用于从地热发电厂收集水,该地热发电厂采用量身定制的超高耐久性混凝土(UHDC)混合物,并实施创新的预制平板 - 和 - 支撑结构概念为了显着减小盆壁的厚度。地热水含有大量的硫酸盐和氯化物,因此作用于静态载荷和化学侵蚀性。分析的主要重点,以及所提出的方法的主要新颖性是预测UHDC结构的长期性能,组合经典结构设计方法,包括例如横截面和产量线设计方法,具有物质降解通过量身定制的测试校准了法律。这将使我们能够预测结构性能的演变,作为暴露时间的侵略性环境的函数,这将验证持续监测,并铺设朝向整体设计方法。这将从材料移动到结构耐久性水平,预期结构性能的演变和量化与使用普通钢筋混凝土解决方案制成的伴侣类似物的结构的使用寿命的显着引起的。

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