Load Carrying Capacity of Corrugated Web Beam

The shear panels of plate girder made from corrugated in the web is investigated this research. A beam attached zone as part an experimental and theoretical investigation into girders. In experiments, seven specimens were tested under two points load. Six them different shape web, last specimen was without corrugation a reference called control. study effected (corrugation plate, thickness with number layers plate) on (buckling ultimate loads also lateral vertical deflection) compared specimen, these have same dimensions, main variable (0.5, 1, 2) mm, depth constant (300 mm). According to results experiment, plates primarily increase girder's stability. increases buckling load significantly through contribution delay web. addition, it found that increasing plate-girder leads increased loads, because stiffness will buckling. Also, trapezoidal diagonal corrugate placed perpendicular tension field action, give higher than control beam. Ansys (version 17.0) computer program used research represent steel nonlinear large structural shell finite element analysis model.