abaqus analysis user's manual (6.pdf

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static (Static stress analysis, Section 6.2.2 ) with both XFEM and the conventional finite element methods; quasi-static (Quasi-static analysis, Section 6.2.5 ) with the conventional finite element method only; steady-state transport (Steady-state transport analysis, Section 6.4.1 ) with the conventional finite element method only; coupled thermal-stress procedures (Fully coupled thermal-stress analysis, Section 6.5.4 ) with the conventional finite element method only; and crack propagation (Crack propagation analysis, Section 11.4.3 ) with the conventional finite element method only. Contour integrals can be requested only in general analysis steps: they are not calculated in linear perturbation analyses (General and linear perturbation procedures, Section 6.1.2 ). A crack analysis with pressure applied on the crack surfaces may give inaccurate contour integral values if geometric nonlinearity is included in a step. Loads Contour integral calculations include the following distributed load types: thermal loads; distributed loads, including crack face pressure and traction loads on continuum elements as well as those applied using user subroutine DLOAD and UTRACLOAD ; distributed loads, including surface traction loads and crack face edge loads on shell elements as well as those applied using user subroutine UTRACLOAD ; uniform and nonuniform body forces; and centrifugal loads on continuum and shell elements.

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Page 1: Abaqus Analysis User's Manual (6.pdf

11/14/13 Abaqus Analysis User's Manual (6.10)

www.tu-chemnitz.de/projekt/abq_hilfe/docs/v6.10/books/usb/default.htm?startat=pt04ch11s04aus65.html#usb-anl-acontintegral-stressintensity 1/1

Abaqus Analysis User's Manual

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The stress intensity factors

The T-stress

Defining the data required for a contour integral with the conventional finite element method

Defining the data required for a contour integral with XFEM

Symmetry with the conventional finite element method

Constructing a fracture mechanics mesh for small-strain analysis with the conventional finite element method

Constructing a fracture mechanics mesh for finite-strain analysis with the conventional finite element method

Using constraints with the conventional finite element method

Procedures

Loads

Material options

Elements

Output

11.4.3 Crack propagation analysis

11.5 Hydrostatic fluid modeling

11.6 Surface-based fluid modeling

11.7 Mass scaling

11.8 Selective subcycling

11.9 Steady-state detection

12 Adaptivity Techniques

13 Eulerian Analysis

14 Multiphysics Analyses

15 Extending Abaqus Analysis Functionality

16 Design Sensitivity Analysis

17 Parametric Studies

static (“Static stress analysis,” Section 6.2.2) with both XFEM and the conventional finite element methods;

quasi-static (“Quasi-static analysis,” Section 6.2.5) with the conventional finite element method only;

steady-state transport (“Steady-state transport analysis,” Section 6.4.1) with the conventional finite element method only;

coupled thermal-stress procedures (“Fully coupled thermal-stress analysis,” Section 6.5.4) with the conventional finite element method only; and

crack propagation (“Crack propagation analysis,” Section 11.4.3) with the conventional finite element method only.

Contour integrals can be requested only in general analysis steps: they are not calculated in linear perturbation analyses (“General and linear perturbation procedures,” Section 6.1.2).

A crack analysis with pressure applied on the crack surfaces may give inaccurate contour integral values if geometric nonlinearity is included in a step.

Loads

Contour integral calculations include the following distributed load types:

thermal loads;

distributed loads, including crack face pressure and traction loads on continuum elements as well as those applied using user subroutine DLOAD and UTRACLOAD;

distributed loads, including surface traction loads and crack face edge loads on shell elements as well as those applied using user subroutine UTRACLOAD;

uniform and nonuniform body forces; and

centrifugal loads on continuum and shell elements.