DUCTILE FRACTURE PREDICTION FOR MARINE STRUCTURES

被引:0
|
作者
Woelke, Pawel B. [1 ]
Hiriyur, Badri [1 ]
Benowitz, Brett [1 ]
Hutchinson, John W. [2 ]
机构
[1] Weidlinger Associates Inc, New York, NY USA
[2] Harvard Univ, Cambridge, MA 02138 USA
关键词
SCALE SHELL STRUCTURES; CRITERION; RUPTURE; DAMAGE; SHEAR; MODEL;
D O I
暂无
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Reliable modelling of fracture on a structural scale restricts the type of the finite elements used in the analyses to shell elements with in-plane dimension larger than the thickness. Thus, we consider a comprehensive constitutive formulation embedded in the shell mechanics framework. We propose a three-invariant plasticity model that accounts for dependence of the strain at fracture on both stress triaxiality and the third invariant of the deviatoric stress, which has a significant influence for shear-dominated stress states. This is achieved through a phenomenological damage evolution equation that includes both the dilatational term and plastic deviatoric energy term. The latter is dependent on the omega parameter, which can be considered a normalization of the Lode angle. A consistent calibration procedure is also developed based on a small number of carefully selected coupon-level experimental tests.
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页数:4
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