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

IR

Search this article

Description

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.

Journal

Keywords

Details 詳細情報について

Report a problem

Back to top