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F.E.M Analysis of Static Tensile Properties of Corroded Steel Structure at Connections

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Abstract

The second part of the two companion papers investigates the tensile properties of corroded steel structures numerically at connections. However, the design and calculation methodology of steel structures that are influenced by corrosion has not been proposed. This study simultaneously evaluated the tensile behavior of 4 types of artificially corroded steel members with concrete specimens in 100, 200, 400, and 600 cycles, and non-linear finite element methods (F.E.M) are also performed to assess the tensile behavior of corroded specimen over time. Based on the obtained results, finite element method model can be totally replaced experimental to analyze tensile properties of corroded steel structure at connections cause the error between F.E.M and the experiment is less than 3% in term of loading such as ultimate load, fracture load, yield load and at the same time F.E.M can ultimately find out all the characteristics of the corrosion surface geometry such as displacement, cracks, destructive cross-sections, stress distribution. F.E.M can determine the failure cross-section of any corroded steel members. Accordingly, the influence effective thickness for the design and calculation of the corrosion-resistant steel structure overtime is also proposed based on the average depth of corrosion and standard deviation.

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Funding

This research has been supported by the Vietnam National Foundation for Science and Technology Development (NAFOSTED) under grant reference 107.02-2019.20.

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Authors and Affiliations

  1. Department of Civil Engineering, Pusan National University, Busandaehak-ro, 63beongil, Busan, 46241, Republic of Korea

    In-Tae Kim

  2. Department of Civil Engineering, Ho Chi Minh City University of Technology and Education, 01 Vo Van Ngan street, Linh Chieu Ward,Thu Duc City, Ho Chi Minh City, Vietnam

    Duy Kien Dao

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  1. In-Tae Kim
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  2. Duy Kien Dao
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Correspondence to Duy Kien Dao.

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Kim, IT., Dao, D.K. F.E.M Analysis of Static Tensile Properties of Corroded Steel Structure at Connections. Int J Steel Struct 22, 1614–1622 (2022). https://doi.org/10.1007/s13296-022-00667-2

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  • DOI: https://doi.org/10.1007/s13296-022-00667-2

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