Structural Engineering and Mechanics
Volume 70, Number 5, 2019, pages 591-600
DOI: 10.12989/sem.2019.70.5.591
The cyclic behavior of steel-polyoxymethylene composite braces
Serhat Demir
Abstract
Steel tubular buckling controlled braces are well known as being simple, practical and cost-effective lateral force
resisting systems. Although these system features have gained the attention of the researchers over the last decade, steel tubular
buckling controlled braces currently have limited application. Indeed, only a few steel tubes tightly encased within each other
exist in the steel industry. In this paper, a new and practical design method is proposed in order to better promote the
widespeared application for current steel tubular buckling controlled brace applications. In order to reach this goal, a holedadapter
made with polyoxymethylene adaptable to all round and square steel sections, was developed to use as infiller. The
research program presents designing, producing and displacement controlled cyclic loading tests of a conventional tubular brace
and a buckling controlled composite brace. In addition, numerical analysis was carried out to compare the experimental results.
As a result of the experimental studies, buckling was controlled up to 0.88 % drift ratio and the energy dissipation capacity of the
conventional tubular brace increased 1.46 times due to the proposed design. The main conclusion of this research is that
polyoxymethylene is a highly suitable material for the production of steel tubular buckling controlled braces.
Key Words
polyoxymethylene (POM); composite brace; buckling; cyclic loading; finite elements
Address
Department of Civil Engineering, Karadeniz Technical University, Trabzon, Turkey