PARAMETRIC STUDY IN SHEAR BUCKLING CAPACITY OF SINUSOIDAL CORRUGATED STEEL WEB

Sinusoidal corrugated steel web has gradually gained attention over trapezoidal web. The design of shear buckling capacity for the is governed by interactive which normally lowest value among global, local and failures. It was discovered in some studies that a sinusoidal section found to be either or global failures, where there lack study this area. purpose determine effect thickness, height, radius on mode Finite element analysis conducted 150 specimens with different web, height thickness investigate their influence sections. result shows increase been shown linearly. reduce beam exponentially. results from finite are compared an analytical equation existing literature. gives conservative prediction capacity, however, could used greater than mm