Title of article
Effects of superimposed hydrostatic pressure on fracture in round bars under tension
Author/Authors
Peng، نويسنده , , J. and Wu، نويسنده , , P.D. and Huang، نويسنده , , Y. and Chen، نويسنده , , X.X. and Lloyd، نويسنده , , D.J. and Embury، نويسنده , , J.D. and Neale، نويسنده , , K.W.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2009
Pages
9
From page
3741
To page
3749
Abstract
The effect of superimposed hydrostatic pressure on fracture in round bars under tension is studied numerically using the finite element method based on the Gurson damage model. It is demonstrated that while the superimposed hydrostatic pressure has no noticeable effect on necking, it increases the fracture strain due to the fact that a superimposed pressure delays or completely eliminates the nucleation, growth and coalescence of microvoids or microcracks. The experimentally observed transition of the fracture surface, from the cup-cone mode under atmospheric pressure to a slant structure under high pressure, is numerically reproduced. It is numerically proved that the superimposed hydrostatic pressure has no effect on necking for a damage-free round bar under tension.
Keywords
hydrostatic pressure , Damage criteria , fracture , Finite element
Journal title
International Journal of Solids and Structures
Serial Year
2009
Journal title
International Journal of Solids and Structures
Record number
1388153
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