Advanced Steel Construction

Vol. 20, No. 1, pp. 12-20 (2024)


 RESIDUAL LIFE PREDICTION AND DESIGN CORRECTION METHOD OF

CORRODED CIRCULAR STEEL TUBES BASED ON

TIME-VARYING RELIABILITY

 

Zhi-Wei Zhang 1, Hua-Jie Wang 1, *, Hong-Liang Qian 1, Xiao-Fei Jin 2, Qiu Feng 1, 3 and Feng Fan 3

1 Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai 264209, China

2 China Construction First Group Corporation Limited, Beijing 100161, China

3 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China

*(Corresponding author: E-mail:This email address is being protected from spambots. You need JavaScript enabled to view it.)

Received: 15 January 2023; Revised: 31 May 2023; Accepted: 27 August 2023

 

DOI:10.18057/IJASC.2024.20.1.2

 

View Article   Export Citation: Plain Text | RIS | Endnote

ABSTRACT

Current research on the effects of corrosion on the safety of steel members is primarily focused on the degradation of the ultimate bearing capacity, and there is a lack of research on the reliability-based service life assessment. In this paper, a modified reliability function and an uncertainty model for each parameter considering the effects of corrosion are established based on the reliability analysis method of the GB50068-2018 design specification. The effects of the corrosive environment category, wall thickness, and slenderness ratio on the time-varying reliability of axially compressed round tubes are analyzed. The results indicate that an increase in the corrosion duration and the environmental category can cause a decrease in the reliability index of the component, and the smaller the wall thickness, the faster the corrosion-related degradation of the reliability index. However, with the increase of the slenderness ratio, the corrosion-related degradation of the reliability index gradually decreases. In the end, a residual life prediction method and a design correction method for corroded components based on the reliability index are proposed. Moreover, the values of the corrosion life and corrosion coefficient of circular steel tubes for different environmental categories, slenderness ratios, and thicknesses are determined. This paper provides a technical reference for the residual life prediction and full life design of round steel tubes considering local corrosion.

 

KEYWORDS

Local corrosion, Round steel tubes, Reliability, Durability, Residual life prediction


REFERENCES

[1] Ning J, Lin T, Liu S, et al. Three-dimensional pipeline element formulation for global buckling analysis of submarine pipelines with sleeper[J]. Marine Structures, 2023, 90: 103428.

[2] Kumar A, Roy K, Uzzaman A, et al. Finite element analysis of unfastened cold-formed steel channel sections with web holes under end-two-flange loading at elevated temperatures[J]. Advanced Steel Construction, 2021, 17(3): 231-242.

[3] Zhiwei Z, Huajie W, Hongliang Q, Feng Q, Xiaofei J, Feng F. Comparative analysis and applicability of corrosion test methods for construction steel components. Case Studies in Construction Materials, 2023, 18:e02034.

[4] Lisheng L; Houlin F; Yongqiang Z; Xinran X; Experimental Study on the Overall Stability of Corroded H-Shaped Steel Beams [J]. Buildings, 2022, 12.

[5] Wang Y, Shenoi R, Wharton A, et al. Ultimate strength analysis of aged steel-plated structures exposed to marine corrosion damage: A review[J]. Corrosion Science, 2014.

[6] Goyal A, Pouya H S, Ganjian E, et al. A Review of Corrosion and Protection of Steel in Concrete[J]. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2018(6):1-21.

[7] Hu J, Zhang S, Chen E, et al. A review on corrosion detection and protection of existing reinforced concrete (RC) structures[J]. Construction and Building Materials, 2022(28): 325.

[8] Fang X, Pan Z, Chen A. Phase field modelling of concrete cracking for non-uniform corrosion of rebar[J]. Theoretical and Applied Fracture Mechanics, 2022.

[9] Khedmati M R, Nazari M, Khalaj A. Numerical Investigation Into Ultimate Strength and Buckling Behavior of Locally Corroded Steel Tubular Members[C]. ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. 2012.

[10] Zhiwei Z, Yu G, Huajie W, et al. A sub-region-based method for evaluating regularly and irregularly corroded steel tubes under axial compression[J]. Structures. 2023.

[11] Wu Z, Wei Y, Wang X, et al. Orthogonal test study on the axial compression mechanical properties of locally corroded round steel pipe members[J]. Engineering Mechanics, 2020(4).(in Chinese)

[12] Jie Z Y, Wang W J, Zhuge P, et al. Fatigue properties of inclined cruciform welded joints with artificial pits[J]. Advanced Steel Construction, 2021, 17(1): 20-27.

[13] Yang Y, Ouyang W, Liu K, et al. Efficient numerical algorithms for assessing the mechanical performance of corroded offshore steel sheet piles[J]. Ocean Engineering, 2022, 266: 112776.

[14] GB 50017-2017, Code for design of steel structures[S], 2017.(in Chinese)

[15] ANSI/AISC 360-16, Specification for Structural Steel Buildings [S], 2016.

[16] UNI EN 1993-1-1 : 2014, EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS

[17] Dehghani A, Aslani F. A review on defects in steel offshore structures and developed strengthening techniques[J]. Structures, Elsevier, 2019, 20: 635-657.

[18] Adedipe O, Brennan F, Kolios A. Review of corrosion fatigue in offshore structures: Present status and challenges in the offshore wind sector[J]. Renewable and Sustainable Energy Reviews, 2016, 61: 141-154.

[19] Lin T, Huang W, Liu S, et al. An Investigation on the Effect of Random Pitting Corrosion on the Strength of the Subsea Pipeline Using Monte Carlo Method[J]. Available at SSRN 4424885.

[20] Ma S, Wang B, Su H, et al. Residual life calculation of corroded pipelines based on Monte Carlo method[J]. Total Corrosion Control,2019,33(11):40-43.(in Chinese)

[21] Zelmati D, Ghalloudj O, Amirat A. Correlation between defect depth and defect length through a reliability index when evaluating of the remaining life of steel pipeline under corrosion and crack defects[J]. Engineering Failure Analysis, 2017:171-185.

[22] Yu Z , Lu C , Zhong Y. Performance-Based Analysis of Single-Layer Cylindrical Steel Reticulated Shells in Fire[J]. Applied Sciences, 2020, 10(9):3099.

[23] Guibo Nie, Chen-xiao Zhang, Xu-dong Zhi, Junwu Dai. Damage quantification, damage limit state criteria and vulnerability analysis for single-layer reticulated shell. Thin-Walled Structures, 2017, 120:378-385.

[24] GB 50068-2018, Unified standard for reliability design of building structures [S], 2018.(in Chinese)

[25] GB50009-2012, Load code for design of building structures [S], 2012. (in Chinese)

[26] Liu H, Lu J, Chen Z. Residual behavior of welded hollow spherical joints after exposure to elevated temperatures[J]. Journal of Constructional Steel Research, 2017, 137: 102-118.

[27] Lemaire M. Structural reliability[M]. John Wiley & Sons, 2013.

[28] Chaves I A, Melchers R E. Extreme value analysis for assessing structural reliability of welded offshore steel structures[J]. Structural safety, 2014, 50: 9-15.

[29] Wang H , Zhang Z , Qian H , et al. Effect of local corrosion on the axial compression behavior of circular steel tubes[J]. Engineering Structures, 2020, 224:111205.

[30] Zhang Z, Wang H, Qian H, et al. Parameter sensitivity analysis and evaluation method of axial compression bearing capacity of corroded circular steel tubes[J]. Thin-Walled Structures, 2021, 163(4):107699.

[31] Chen L, Liu S W, Zhang J Z, et al. Efficient algorithm for elastic buckling of corroded I-section steel members with Monte Carlo simulation[J]. Thin-Walled Structures, 2022, 175: 109216.

[32] Zhongwei Z, Lumeng T, Ni Z, et al. Shear capacity of H-shaped steel beam with randomly located pitting corrosion[J]. Applied Ocean Research, 2021, 115: 102851.

[33] JGJ7-2010, Technical specification for space structures [S], 2010. (in Chinese)

[34] Asgarian B, Ordoubadi B. Effects of structural uncertainties on seismic performance of steel moment resisting frames[J]. Journal of Constructional Steel Research, 2016, 120: 132-142.

[35] Chu Yanfeng. Structural steel properties tests and parameter estimation of Q345GJ [D]. Chongqing University, 2008. (in Chinese)

[36] ISO 9223:2012, Corrosion of metals and alloys — Corrosivity of atmospheres [S], 2012.

[37] Melchers R E. Corrosion uncertainty modelling for steel structures[J]. Journal of Constructional Steel Research, 1999, 52(1): 3-19.

[38] Cinitha A, Umesha P K, Iyer N R. An overview of corrosion and experimental studies on corroded mild steel compression members[J]. KSCE Journal of Civil Engineering, 2014, 18(6): 1735-1744.

[39] Cole I S. The Atmosphere Conditions and Surface Interactions[M]. Springer Netherlands, 2016.

[40] Motojima S, Kohno M. Corrosion and abrasion resistivities to sea water and whirled sea sand of TiN-coated stainless steel[J]. Thin Solid Films, 1986, 137(1): 59-63.

[41] Zhongwei Z, Qian Y, Xiangyang J, et al. Influence of corrosion location on compression capacity of WHSJs[J]. Journal of Engineering Mechanics-ASCE, 2020, 146(5): 04020023.

[42] Ayyub B M. Uncertainty modeling and analysis in civil engineering[M]. CRC Press, 1997.

[43] Zhao Yuanzheng. Research on mechanical properties and reliability analysis of 6082-T6 aluminum alloy deflected and bent members[D]. Harbin Institute of Technology, 2020. (in Chinese)

[44] Chan S L. Non-linear behavior and design of steel structures[J]. Journal of Constructional Steel Research, 2001, 57(12): 1217-1231.