Measurement Uncertainty in Tests of Cast Irons

Article Preview

Abstract:

Focusing on heritage structures, various non-destructive tests (NDT) or minor-destructive techniques (MDT) can be applied while the application of destructive testing is limited. The probabilistic models for tensile and compressive strengths of historic cast iron are developed on the basis of destructive tests (DTs) and MDTs, respectively. NDT results are critically compared with DTs. It appears that numerous uncertainties affecting estimated resistance can be treated by statistical approaches along with the semi-probabilistic verification method. Non-destructive hardness tests can hardly be used to estimate strength of cast iron and must be supplemented by destructive tests.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

93-102

Citation:

Online since:

June 2019

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2019 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M. de Bouw, I. Wouters, J. Vereecken, L. Lauriks, Iron and steel varieties in building industry between 1860 and 1914 – A complex and confusing situation resolved. Constr Build Mater 23 (2009), 2775-87.

DOI: 10.1016/j.conbuildmat.2009.03.009

Google Scholar

[2] M. Holicky, Introduction to Probability and Statistics for Engineers, Berlin, Springer-Verlag, (2013).

Google Scholar

[3] J. Hołowaty, B. Wichtowski, Remarks on the material testing of historical railway bridges, Steelworks built from 1873 to 1950. ce/papers 1 (2017), 1:4213-22.

DOI: 10.1002/cepa.479

Google Scholar

[4] M. Sykora, M. Holicky, Probabilistic reliability assessment of industrial heritage – case study of a factory for boiler production, In Proc. STREMAH 2013, Ashurst Lodge, WIT Press, 2013, pp.171-82.

Google Scholar

[5] M. Sykora, M. Holicky, Probabilistic assessment of a former factory for boiler production, In Proc. PROHITECH'14, Istanbul, Boğaziçi University Publishing, 2014, pp.469-74.

Google Scholar

[6] JM. Holowaty, B. Wichtowski, Properties of structural steel used in earlier railway bridges. Struct Eng Int 23 (2013), 512-8.

DOI: 10.2749/101686613x13627347099999

Google Scholar

[7] K. Jung, J. Markova, P. Pokorny, M. Sykora, Material Properties of Heritage Wrought Steel Structure Based on Tests. Int J Heritage Architecture 2 (2018), 128-37.

DOI: 10.2495/ha-v2-n1-128-137

Google Scholar

[8] S. Heyde, J. Lindner, Investigations on historic grey cast-iron columns, In Proc. EUROSTEEL 2008, Brussels, ECCS Southampton, 2008, pp.1545-50.

Google Scholar

[9] J. Rondal, K. J. R. Rasmussen, On the Strength of Cast Iron Columns. Sydney, Brookhaven National Laboratory, 2003; report no. R829, p.24.

Google Scholar

[10] Rondal J, K.J.R. Rasmussen, On the strength of cast iron columns. Journal of Constructional Steel Research 60 (2004), 1257-70.

DOI: 10.1016/j.jcsr.2003.12.006

Google Scholar

[11] B. Kühn, Helmerich R, Nussbaumer A, Günther HP, Herion S, Assessment of existing steel structures, recommendations for estimation of remaining fatigue life. JRC, 2007; report no. 77, p.89.

DOI: 10.1080/15732470500365562

Google Scholar

[12] M. Sykora, M. Holicky, J. Markova et al., Probabilistic Reliability Assessment of Existing Structures (focused on industrial heritage buildings), Prague, Czech Technical University in Prague, CTU Publishing House, (2016).

Google Scholar

[13] R. Caspeele, M. Sykora, D.L. Allaix, R. Steenbergen, The Design Value Method and Adjusted Partial Factor Approach for Existing Structures. Struct Eng Int 23 (2013), 386-93.

DOI: 10.2749/101686613x13627347100194

Google Scholar

[14] M. Holicky, M. Sykora, J.V. Retief, Assessment of Model Uncertainties for Structural Resistance. Probabilist Eng Mech 45 (2016), 188-97.

Google Scholar

[15] I. Brych, M. Holicky, K. Jung, M. Sykora, Uncertainty in resistance models for historic cast-iron columns (invited lecture at Int. Conf. STREMAH 2015), In Proc. SUSTAINABLE CITY X, Ashurst Lodge, WIT Press, 2015, pp.473-82.

DOI: 10.2495/sc150411

Google Scholar

[16] I. Brych, M. Sykora, Assessment of Cast-Iron Columns Using Analytical Models. Appl Mech Mater 821 (2016), 782-8.

DOI: 10.4028/www.scientific.net/amm.821.782

Google Scholar

[17] I. Wouters, I. De Graeve, D. Van de Velde, M. de Bouw, Q. Collette, Towards a non-destructive methodology to distinguish wrought iron from mild steel in 19th century structures, In Proc. Structural Repairs and Maintenance of Heritage Architecture XII, Ashurst Lodge, WIT Press, 2011, pp.285-93.

DOI: 10.2495/str110241

Google Scholar

[18] S. Heyde, J. Lindner, Historic grey cast-iron columns - Analysis of structural safety and upgrade. Stahlbau 78(2009), 800-814.

Google Scholar

[19] K. Jung, J. Marková, M. Sýkora, Evaluating Strength of Historic Cast Iron using Destructive and Non-destructive Tests, Extended Abstracts of 16th Int Probabilistic Workshop 2018 (IPW 2018) in Vienna 12-14 September 2018; Beton- und Stahlbetonbau 113(S2), September 2018, 141 (extended abstract).

DOI: 10.1016/j.conbuildmat.2018.10.180

Google Scholar

[20] D. Friedman, Cast-Iron-Column Strength in Renovation Design. Journal of Performance of Constructed Facilities 9 (1995), 220-30.

DOI: 10.1061/(asce)0887-3828(1995)9:3(220)

Google Scholar

[21] ISO 13822, Bases for design of structures - Assessment of existing structures.

Google Scholar

[22] EN 1990, Eurocode – Basis of structural design, (2002).

Google Scholar

[23] EN ISO 6892-1, Metallic materials - Tensile testing - Part 1: Method of test at room temperature, (2014).

Google Scholar

[24] EN ISO 18265, Metallic materials - Conversion of hardness values, (2014).

Google Scholar

[25] CSN 730038, Assessment and verification of existing structures – Supplem. guidance, (2014).

Google Scholar

[26] CSN 42 0461, Metal testing. Methods for estimating the average grain size of steel and non-ferrous metals, (1983).

Google Scholar

[27] CSN EN 1561, Founding - Grey cast irons, (2012).

Google Scholar