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Modelling of fracture process in concrete reinforced structures under steel corrosion

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: Corrosion of reinforcement in concrete is one of the main causes of structural deterioration. The cracking process of concrete matrix induced by corrosion swelling of rebars is analyzed numerically and experimentally with aim to propose a methodology of corroding state monitoring based on the crack opening width. Design/methodology/approach: The direct finite element simulation of the initiation and propagation of macro-cracks in concrete caused by steel corrosion are performed for the representative volume element. A range of various inelastic constitutive equations for concrete is used in modeling. Of these the damage models in elastic media, the holonomic theory of plasticity, the associated and non-associated flow theory of plasticity with Drucker-Prager and CAP yield surfaces are considered. Findings: The results allow establishing the phases of crack initiation and propagation, the shape and trajectory of cracks. Research limitations/implications: Analysis shows that application of the linear elastic model of concrete in general underestimate the values of local stress and strain at the crack initiation location. Practical implications: Based on results of investigation the recommendations may be suggested aimed at assessment of necessary thickness of the concrete cover; apart from that, the technique of in-service monitoring the reinforcement condition may be further defined. Originality/value: The original methodology of corroding rebar state monitoring based on the surface crack opening has been proposed. The obtained results and suggested approaches can be interesting for researchers working in the areas of mechanics of materials, computational mechanics and civil engineers.
Rocznik
Strony
168--175
Opis fizyczny
Bibliogr. 15 poz., rys., tabl.
Twórcy
autor
Bibliografia
  • [1] L. Bertolini, B. Elsener, P. Pedeferri, R. B. Polder, Corrosion of Steel in Concrete, Wiley, Weinheim, 2004.
  • [2] S. Ahmad. Reinforcement corrosion in concrete structures, its monitoring and service life prediction-a review, Cement and Concrete Composites 25/4-5 (2003) 459-471.
  • [3] A. I. Vasiliev, Evaluation of the rebar corrosive wear in bridge beam structures, Concrete and Reinforced Concrete 2 (2000) 20-23 (in Russian).
  • [4] A. V. Benin, N. I. Nevzorov, The protective layer crack opening-based assessment of the rebar corrosive wear in reinforced concrete structures, Structural Mechanics in Civil Engineering 3 (2007) 48-52 (in Russian).
  • [5] S. N. Alekseev, Corrosion and protection of reinforcement in concrete, Moscow, Gosstroiizdat, 1962, (in Russian).
  • [6] P. J. Sánchez, A. E. Huespe, J. Oliver, S. Toro, Mesoscopic model to simulate the mechanical behavior of reinforced concrete members affected by corrosion, International Journal of Solids and Structures 47 (2010) 559-570.
  • [7] Y. G. Du, A. H. C. Chan, L. A. Clark, Finite element analysis of the effects of radial expansion of corroded reinforcement, Computers and Structures 84 (2006) 917-929.
  • [8] K. Toongoenthong, K. Maekawa, Simulation of coupled corrosive product formation, migration into crack and propagation in reinforced concrete sections, Journal of Advanced Concrete Technology 3 (2005) 253-265.
  • [9] K. Lundgren, Modelling the effect of corrosion on bond in reinforced concrete, Magazine of Concrete Research 54 (2002) 165-173.
  • [10] D. V. Val, L. Chernin, M. G. Stewart, Experimental and numerical investigation of corrosion-induced cover cracking in reinforced concrete structures, Journal of Structural Engineering 135 (2009) 376-385.
  • [11] T. Dede, Y. Ayvaz, Comparative study of plasticity models for concrete material by using different criteria including Hsieh-Ting-Chen criterion, Materials and Design 31 (2010) 1482-1489.
  • [12] L. E. Schwer, Y. D. Murry, A three-invariant smooth CAP model with mixed hardening, International Journal for Numerical and Analytical Methods in Geomechanics 18 (1994) 657-688.
  • [13] V. V. Tuhr, N. A. Rack, Mechanical properties of concrete for structural analysis. Brest, Brest State TU, 2003 (in Russian).
  • [14] C. Andrade, C. Alonso, F.J. Molina, Cover cracking as a function of bar corrosion: Part I-experimental test, Materials and Structures 26 (1993) 453-464.
  • [15] T. Vidal, A. Castel, R. Francois, Analyzing crack width to predict corrosion in reinforced concrete, Cement and Concrete Research 34 (2004) 165-174.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BOS2-0022-0045
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