References
- 1. Lahdensivu J: “Durability Properties and Actual Deterioration of Finnish Concrete Facades and Balconies”. TUT Publ. 1028. (PhD Thesis), Tampere University of Technology. Tampere, Finland, 2012, 117 p.
- 2. Pakkala T A, Köliö A, Lahdensivu J & Kiviste M: “Durability demands related to frost attack for Finnish concrete buildings in changing climate”, Building and Environment, Volume 82, December 2014, pp. 27-41.
- 3. Pakkala T A, Köliö A, Lahdensivu J & Pentti M: “Predicted corrosion rate on outdoor exposed concrete structures”, International Journal of Building Pathology and Adaptation, accepted 6 February 2019.
- 4. Köliö A, Pakkala T A, Hohti H, Laukkarinen A, Lahdensivu J, Mattila J & Pentti M: “The corrosion rate in reinforced concrete facades exposed to outdoor environment”, Materials and Structures, 50(1), 2016, pp. 1–16.
- 5. Lisø K R, Kvande T, Hygen H O, Thue J V, Harstveit K: “A frost decay exposure index for porous, mineral building materials”, Building and Environment, 42(10), 2007, Pp. 3547–3555.
- 6. Finnish Concrete Association: “by 42 Condition investigation of concrete façade panels 2013”. (“by 42 Betonijulkisivun kuntotutkimus 2013”). Helsinki, Finland. (In Finnish).
- 7. Lahdensivu J, Varjonen S, Pakkala T & Köliö A: “Systematic condition assessment of concrete facades and balconies exposed to outdoor climate”, International Journal of Sustainable Building Technology and Urban Development, 4:3(2013), pp. 199-209.
- 8. Kuosa H & Vesikari E: “Ensuring of concrete frost resistance Part 1: Basic data and service life design”. (“Betonin pakkasenkestävyyden varmistaminen. Osa 1. Perusteet ja käyttöikämitoitus”). VTT Technical Research Centre of Finland, Research notes 2056, 2000, 141 p. (In Finnish).
- 9. Powers T C: “The air requirement of frost-resistant concrete”. Chicago: Portland Cement Association, Research and Development laboratories, Development Department, Bulletin 33, 1949.
- 10. Litvan G: “Phase transitions of adsorbates IV – Mechanism of frost action in hardened cement paste”. Journal of the American Ceramic Society 55 (1), 1972, pp. 38–42.
- 11. Pigeon M & Pleau R: “Durability of concrete in cold climates”. London. E & FN Spon, 1995, 244 p.
- 12. ASTM International: “ASTM C856-18a (2018) – Standard Practice for Petrographic Examination of Hardened Concrete”. West Conshohocken, PA. 15 p.
- 13. Koskiahde A: “An experimental petrographic classification scheme for the condition assessment of concrete in facade panels and balconies”. Materials Characterization, Vol. 53, 2014, pp. 327–334.
- 14. Shang H-S, Cao W-Q & Wang B: “Effect of Fast Freeze-thaw Cycles on Mechanical Properties of Ordinary-Air-Entrained Concrete”. The Scientific World Journal, 2014, 7 p.
- 15. Lahdensivu J, Varjonen S & Köliö A: “Repair Strategies of Concrete Facades and Balconies”. (“Betonijulkisivujen ja -parvekkeiden korjausstrategiat”). Tampere University of Technology, Department of Civil Engineering. Research report 148, 2010. (In Finnish).
- 16. Pakkala T A, Lemberg A-M, Lahdensivu J & Pentti M: “Climate change effect on wind-driven rain on facades”. Nordic Concrete Research, Publication No. 54, 2016, pp. 31–49.
- 17. Finnish Standards Association SFS: “SFS-EN ISO 15927-3. 2009. Hygrothermal performance of buildings. Calculation and presentation of climatic data. Part 3: Calculation of a driving rain index for vertical surfaces from hourly wind and rain data”. Helsinki, Finland, 2009.
- 18. Blocken B. & Carmeliet J: “Overview of three state-of-the-art wind-driven rain assessment models and comparison based on model theory”. Building and Environment, Volume 45 (2010), pp. 691–703.