Affiliation:
1. Department of Civil Engineering University of Birmingham Birmingham United Kingdom
Abstract
AbstractSteel braces are widely used to stabilize steel structures forming horizontal or vertical truss structures; however, their relatively poor buckling behaviour is often lead to overdesigned structures. Induction Heat (IH) treatment technology is a novel contactless material transformation process to effectively strengthen local areas of steel sections. Utilizing IH to increase the strength of the middle length of steel brace sections, buckling behaviour can be improved. The present study experimentally investigates the compression behaviour of the novel braces fabricated by IH‐treated circular hollow steel sections. A Digital Image Correlation (DIC) system is used to measure the experimental deformation quantities, such as axial displacements, out‐of‐plane deformations, and strain distributions along the brace length. Four specimens were tested with two set of different slenderness ratios (λ). Each set includes one conventional steel brace (CSB) and one IH‐treated steel brace (IHSB) with a stronger section at its mid‐length. The specimens were subjected to a monotonic displacement‐controlled loading history until reaching an axial compressive strain of 2.5%. It was found that buckling load can increase up to 20% in IHSBs. IH treatment was also beneficial in improving the post‐buckling behaviour of the brace. The compression strength was found to be more than double in IHSBs than in CSBs at a ductility level of 5 (ductility is defined as the ratio of the target axial displacement to the yielding axial displacement). Moreover, out‐of‐plane displacements were reduced by 28% for the IHSBs at an axial strain of 1% showing a more evenly distribution of strain demands along the brace length.
Subject
General Earth and Planetary Sciences,General Environmental Science
Reference12 articles.
1. A study on the effectiveness of bracing system for lateral loading;Borthakur D.J.;International Journal of Advanced Engineering Research and Science,2016
2. Determination of fatigue design stresses for welded structures from an analysis of data;Gurney T. R.;Metal construction and British Welding Journal,1972
3. Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control
4. Experimental and computational study of concrete filled steel tubular columns under axial loads
5. Skalomenos K.A. Kurata M. Fukutomi Y. Nishiyama M(2018).Analytical and experimental study on steel braces with stronger middle length treated by induction hardening.Eleventh U.S. National Conference on Earthquake Engineering Integrating Science Engineering & Policy 2018 Los Angeles California.