Beschreibung
Cold Formed Steel (CFS) sections are widely used in structural and non-structural elements. These sections are formed by bending of thin and thick sheets. Now a days CFS are mostly used due to easy handling, versatility of profile shapes, best suited for site erections, increased in yield strength due to cold forming, etc. This book deals with behavior of cold formed steel column sections with stiffened and unstiffened elements. The present investigation has carried out on distortion buckling strength of CFS column under axial loading.Numerical study were carried out using ANSYS software and the behavioral results were compared with experimental results.
Autorenporträt
T.Pradeep is Assistant Professor in Civil Engineering at K.S.Rangasamy College of Technology from the past five years and this research work is completed in coordination with Dr.J.Abdul Bari who is Associate Professor in Civil Department at K.S.Rangasamy College of Technology and also the recipient of Young Scientist Award in India.
