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

被引:30
作者
Al-Obaidi, Salam [1 ,2 ]
Bamonte, Patrick [1 ]
Luchini, Massimo [3 ]
Mazzantini, Iacopo [3 ]
Ferrara, Liberato [1 ]
机构
[1] Politecn Milan, Dept Civil & Environm Engn, I-20133 Milan, Italy
[2] Univ Al Qadisiyah, Rd & Transportat Engn Dept, Diwaniyah 58001, Iraq
[3] Enel Green Power EGP Innovat & Sustainabil I&S, I-00198 Rome, Italy
基金
欧盟地平线“2020”;
关键词
ultra-high-durability concrete; strain-hardening cementitious composites; durability-based design; self-healing cementitious composites; extremely aggressive environments; geothermal water; water tanks; SELF-HEALING CAPABILITY; ENGINEERED CEMENTITIOUS COMPOSITES; FIBER DISPERSION; MECHANICAL PERFORMANCE; TRANSPORT-PROPERTIES; REINFORCED-CONCRETE; CHLORIDE DIFFUSION; PORTLAND-CEMENT; MAGNETIC METHOD; SULFATE ATTACK;
D O I
10.3390/infrastructures5110102
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:1 / 44
页数:44
相关论文
共 117 条
  • [1] Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges
    Abbas, S.
    Nehdi, M. L.
    Saleem, M. A.
    [J]. INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2016, 10 (03) : 271 - 295
  • [2] Ground water leaching resistance of high and ultra high performance concretes in relation to the testing convection regime
    Alonso, C.
    Castellote, M.
    Llorente, I.
    Andrade, C.
    [J]. CEMENT AND CONCRETE RESEARCH, 2006, 36 (09) : 1583 - 1594
  • [3] Analysis of the variability of chloride threshold values in the literature
    Alonso, M. C.
    Sanchez, M.
    [J]. MATERIALS AND CORROSION-WERKSTOFFE UND KORROSION, 2009, 60 (08): : 631 - 637
  • [4] A simplified five-point inverse analysis method to determine the tensile properties of UHPFRC from unnotched four-point bending tests
    Angel Lopez, Juan
    Serna, Pedro
    Navarro-Gregori, Juan
    Coll, Hugo
    [J]. COMPOSITES PART B-ENGINEERING, 2016, 91 : 189 - 204
  • [5] An inverse analysis method based on deflection to curvature transformation to determine the tensile properties of UHPFRC
    Angel Lopez, Juan
    Serna, Pedro
    Navarro-Gregori, Juan
    Camacho, Esteban
    [J]. MATERIALS AND STRUCTURES, 2015, 48 (11) : 3703 - 3718
  • [6] Critical chloride content in reinforced concrete - A review
    Angst, Ueli
    Elsener, Bernhard
    Larsen, Claus K.
    Vennesland, Oystein
    [J]. CEMENT AND CONCRETE RESEARCH, 2009, 39 (12) : 1122 - 1138
  • [7] The steel-concrete interface
    Angst, Ueli M.
    Geiker, Mette R.
    Michel, Alexander
    Gehlen, Christoph
    Wong, Hong
    Isgor, O. Burkan
    Elsener, Bernhard
    Hansson, Carolyn M.
    Francois, Raoul
    Hornbostel, Karla
    Polder, Rob
    Alonso, Maria Cruz
    Sanchez, Mercedes
    Correia, Maria Joao
    Criado, Maria
    Sagues, A.
    Buenfeld, Nick
    [J]. MATERIALS AND STRUCTURES, 2017, 50 (02)
  • [8] Chloride threshold level for corrosion of steel in concrete
    Ann, Ki Yong
    Song, Ha-Won
    [J]. CORROSION SCIENCE, 2007, 49 (11) : 4113 - 4133
  • [9] [Anonymous], 2002, MATER STRUCT
  • [10] [Anonymous], 318 ACI COMM