The study of skew plate is quite complicated than those of a unoriginal rectangular plate. This chapter looks at the parametric possessions of RC un-stiffened and ribbed distort slabs (stiffened by tease beams) with distort angles ranging from 20° to 50° in 5° pauses. The analyses are performed on un-reinforced and ribbed distort slabs with two short edges that are merely supported and two long edges that are free. ANSYS software is used to generate models for 14 cases of un-stiffened and teased skew slabs. The results are distinguished in terms of displacements, bending importance, twisting importance, von-Mises stress, bending stresses, and clip stresses. The value of maximum deflection in un-strengthened and ribbed distort slabs decreases significantly accompanying increase in skew angle.
M. S. Hora,
Department of Civil Engineering, MANIT Bhopal, Madhya Pradesh, India. Department of Civil Engineering, MANIT Bhopal, Madhya Pradesh, India.
Please see the link here: https://stm.bookpi.org/RADER-V2/article/view/10443
Keywords: Parametric study, finite element analysis, skew angle, ribbed skew slab, ANSYS