Published Papers

Transactions Papers

Service life of buildings subject to carbonation-induced corrosion in Hong Kong: field investigation, case studies and recommendations

Lijie Chen, Ying Zhong, Yi Zhang and Ray Kai Leung Su
Pages: 1-10Published: 03 Dec 2024
DOI: 10.33430/V31N1THIE-2022-0046
Cite thisHide

Chen L, Zhong Y, Zhang Y and Su K, Service life of buildings subject to carbonation-induced corrosion in Hong Kong: field investigation, case studies and recommendations, HKIE Transactions, Vol. 31, No. 1 (Regular Issue), Article THIE-2022-0046, 2024, 10.33430/V31N1THIE-2022-0046

 Copy

Abstract:

This paper investigates the service life modelling of Hong Kong buildings subject to carbonation-induced corrosion. The provisions on the design parameters of carbonation-induced corrosion in Hong Kong standards at different periods are summarised. Data from field investigations concerning carbonation-induced corrosion are presented, including in relation to cover thickness, cement content, chloride content, carbonation coefficient and deterioration state. Two case studies concerning residual service life modelling and performance-based service life design are presented using practical equations proposed by a novel service life model, CECP-SAM. To achieve service lives of 50 years and 75 years, deemed-to-satisfy limitations on design parameters, considering the partial replacement of ordinary Portland cement with supplementary cementitious materials (SCMs), are provided. The results indicate a decreasing year-on-year trend in the carbonation coefficients of existing buildings. It is unnecessary to consider the chloride effect for the internal components of buildings constructed after 1965. Rather, additional attention should be paid to carbonation-induced corrosion, especially in old buildings with a high water/cementitious ratio and new buildings with PFA and GGBS substitutions.

Keywords:

Service life modelling; carbonation-induced corrosion; supplementary cementitious materials; performance-based service life design; carbonation coefficient

Reference List:

  1. Angst UM (2019). Predicting the time to corrosion initiation in reinforced concrete structures exposed to chlorides. Cement and Concrete Research, 115, pp. 559-567.
  2. Building Department of HKSAR (2020). Code of practice for structural use of concrete 2013 (2020 edition). Hong Kong.
  3. Chen L (2022). Corrosion rate of macrocell corrosion in reinforced concrete and service life modeling of carbonated concrete containing supplementary cementitious
  4. Chen L and Su RKL (2022). Experimental and numerical investigations on macrocell corrosion of partially carbonated reinforced concrete with supplementary cementitious materials. Cement & Concrete Composites, pp. 104827.
  5. Chen L and Su RKL (2024). Service life modelling of carbonated reinforced concrete with supplementary cementitious materials considering early corrosion propagation. Construction and Building Materials, 413, pp. 134861.
  6. Li K, Zhang D and Li Q (2016). Service life design and assessment for concrete structures in HZM sea link project for 120 years. Service Life of Cement- Based Materials and Structures, pp. 69.
  7. Papadakis VG (2000). Effect of supplementary cementing materials on concrete resistance against carbonation and chloride ingress. Cement and Concrete Research, 30(2), pp. 291-299.
  8. Riding KA, Thomas MD and Folliard KJ (2013). Apparent diffusivity model for concrete containing supplementary cementitious materials. Aci Materials Journal, 110(6), pp. 705-714.
  9. Schiessl P, Helland S, Gehlen C, Nilsson LO and Rostam S (2005). Model Code for Service Life Design (MC-SLD). In: fib Symposium "Structural Concrete and Time". La Plata.
  10. Shah V and Bishnoi S (2018). Carbonation resistance of cements containing supplementary cementitious materials and its relation to various parameters of concrete. Construction and Building Materials, 178, pp. 219-232.
  11. Stefanoni M, Angst Um and Elsener B (2018). Corrosion rate of carbon steel in carbonated concrete – A critical review. Cement and Concrete Research, 103, pp. 35-48.
  12. Thomas M, Hooton R, Scott A and Zibara H (2012). The effect of supplementary cementitious materials on chloride binding in hardened cement paste. Cement and Concrete Research, 42(1), pp. 1-7.
  13. Von Greve-Dierfeld S, Lothenbach B, Vollpracht A, Wu B, Huet B, Andrade C, Medina C, Thiel C, Gruyaert E, Vanoutrive H, Saéz Del Bosque IF, Ignjatovic I, Elsen J, Provis JL, Scrivener K, Thienel KC, Sideris K, Zajac M, Alderete N, Cizer Ö, Van Den Heede P, Hooton RD, Kamali-Bernard S, Bernal SA, Zhao Z, Shi Z and De Belie N (2020). Understanding the carbonation of concrete with supplementary cementitious materials: a critical review by RILEM TC 281-CCC. Materials and Structures, 53(6), pp. 136
  14. Wally GB, Magalhães FC and Da Silva Filho LCP (2022). From prescriptive to performance-based: an overview of international trends in specifying durable concretes. Journal of Building Engineering, 52, pp. 104359.
  15. Wally GB, Magalhães FC, Sell Junior FK, Teixeira FR and De Vasconcellos Real M (2021). Estimating service life of reinforced concrete structures with binders containing silica fume and metakaolin under chloride environment: durability indicators and probabilistic assessment. Materials and Structures, 54, pp. 1-16.
>> more<< less