Numerizal Study on Load Carrying Capacity Evaluation of Concrete-filled Square Steel Tubular Beams

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Abstract

A numerical study of concrete-filled square steel tubular cantilever beams under a monotonic loading has been conducted in order to apply the beam to the members of civil engineering structures effectively and also economically. As a result, the obtained load carrying capacities using a nonlinear three dimensional finite element method have agreed sufficiently with the capacities from an existing design equation.

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