p-Version Finite Element Model of Cracked Plates Including Shear Deformation under Flexural Behavior

휨거동을 받는 균열판의 전단변형을 고려한 p-Version 유한요소모델

  • Lee, C.G. ;
  • K.S.Woo ;
  • Shin, Y.S. (Dept.of Civil Engineering, Yeungnam University)
  • Published : 1993.10.01

Abstract

The new p-version crack model is proposed to estimate the bending stress intensity factors of the thick cracked plate under flexure. The proposed model is based on high order theory and $C^{\circ}$-plate element including shear deformation. The displacements fields are defined by integrals of Legerdre polynomials which can be classified into three groups such as basic mode, side mode and internal mode. The computer implementation allows arbitrary variations of p-level up to a maximum value of 10. The bending stress intensity factors are computed by virtual crack extention approach. The effects of ratios of thickness to crack length(h/a), crack length to width(a/W) and boundary conditions are investigated. Very good agreement with the existing solution in the literature are shown for the uncracked plate as well as the cracked plate.

Keywords