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Keywords: Slender cross-sections
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Journal Articles
An equivalent stress method to account for local buckling in beam finite elements subjected to fire
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Journal of Structural Fire Engineering (2019) 10 (3): 340–353.
Published: 26 June 2019
... strength is also reduced by the factor kθ. As a result, the proposed material law is asymmetric in tension and compression, and a different law is used for the flanges and for the web as different factors kθ apply (Figure 6). Local buckling Slender cross-sections Fire Beam...
