Creep Characteristics and Behavior of Fire Resistance Steel (FR355B) Exposed to High Temperatures

Author:

Kim Sun-Hee,Choi Sung-MoORCID

Funder

This work was supported by the National Research Foundation of Korea(NRF) grant funded by the Korea governmen

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference21 articles.

1. Anderberg, Y. (1976). Fire-exposed hyperstatic concrete structures—an experimental and theorical study, Div of Struct Mech and Concrete Constr, Inst. of Tech, Lund.

2. ASTM E21. (2009). Standard test methods for elevated temperature tension tests of metallic materials. ASTM E21, ASTM—ASTM International 8.

3. Azhari, F., Heidarpour, A., Zhao, X.-L., & Hutchinson, C. R. (2017). Effect of creep strain on mechanical behaviour of ultra-high strength (Grade 1200) steel subject to cooling phase of a fire. Construction and Building Materials, 136, 18–30.

4. Basirat, M., Shrestha, T., Barannyk, L. L., Potirniche, G. P., & Charit, I. (2015). A creep damage model for high-temperature deformation and failure of 9Cr-1Mo steel weldments. Journal of Metals, 5, 1487–1506.

5. British Standard Institution. (2003). Structural use of steelwork in building. In: Part 8: Code of practice for fire resistant design. London.

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