Abstract:Due to geometric effects rather than material failure, buckling is the most typical failure mode of slender RC columns. Real columns are never perfect, and their flaws have a big effect on their stability, therefore, to use FEA software to study slender RC columns, requires a number for this imperfection, known as the imperfection factor. By checking experimental fields, codes provide some imperfection factor values to utilize in design and analysis these factors cover all kinds of imperfection that means they… Show more
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