ID_PLOT_STRESS_INPLANESHEAR   Plot > Stress > τub   Ubiquitous Shear Stress

ID_PLOT_STRESS_INPLANENORMAL   Plot > Stress > σub   Ubiquitous Normal Stress

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This allows you to contour the maximum shear stress ID_PLOT_STRESS_INPLANESHEAR acting on ubiquitous plane #1, and the stress component normal ID_PLOT_STRESS_INPLANENORMAL to this plane.

These components can be accessed via the Stress Components toolbar as follows:

 

clip0288

 

This toolbar can be changed to a vertical orientation by dragging is against either the right or left hand edge of the main window.

It can be changed back to a horizontal orientation by dragging is against either the top or bottom edge of the main window.

 

Selecting the clip0290 button on the Contours toolbar activates the Stress Components toolbar.

 

clip0291

 

To calculate the ubiquitous stresses, the stress state at each point on the grid plane is reoriented to determine the maximum shear stress parallel to the ubiquitous plane and the stress normal to the ubiquitous plane. Note that σub is oriented normal to the ubiquitous plane and is not parallel to the direction of a line grid.

 

 

dip direction is measured positive clockwise from the y-axis.

dip of the plane is measured positive down from the horizontal (i.e. the dip direction).

plunge of the normal is measured positive down (i.e. negative up) from the horizontal.

 

The orientation of the ubiquitous shear plane is set using

 

ID_PLOT_MODIFY_UB Plot > Strength Factors > Ubiquitous Parameters

 

In elastic analysis the maximum ubiquitous-plane shear stress is normally used with the ubiquitous-plane normal stress and the Mohr-Coulomb strength criterion

 

ID_PLOT_MODIFY_UB Plot > Strength Factors > Ubiquitous Parameters

 

to estimate the amount of slip due to over-stressing, on a fault, joint set or bedding plane at the specified orientation. Since these parameters are orientation dependant, this criterion is representative for anisotropic rock mass stability.

 

 

By contrast, in non-linear analysis the stresses can never exceed the strength unless some creep is used. In this latter case, viscous creep can allow stress states above the failure criterion, thus indicating a lack of static equilibrium. Hence for non-linear analysis one normally directly considers the amount of non-linear strain or the strain rate predicted by the model

 

Mohr-Coulomb in DD planes

Fault-Gouge in DD planes

Backfill-Hyperbolic in DD planes.

 

Over-stressing can be presented in several forms including:

 

ID_PLOT_FC_E ID_PLOT_FC_E_INV Plot > Strength Factors > SF-ub   Strength/Stress.

ID_PLOT_EXCESS_UB Plot > Strength Factors > dTub   Excess Shear Stress.

 

The contour range is set using

 

ID_RANGE Plot > Range

 

This component can be added to the contour toolbar if desired

 

ID_VIEW_BAR_OPTIONS Tools > Configure Contouring Toolbar > Stress

 

The user may find it handy to add the

 

ID_PLOT_STRESS_SPECIAL More Stress Components

 

button to the contouring toolbar for quick access to all stress components.

 

Related topics:

 

ID_PLOT_STRESS_UBMAX Plot > Stress > S1u   Ubiquitous-plane Maximum

ID_PLOT_STRESS_UBMIN Plot > Stress > S3u   Ubiquitous-plane Minimum

ID_PLOT_STRESS_INPLANESHEAR Plot > Stress > Tip   In-plane Shear

ID_PLOT_STRESS_INPLANENORMAL Plot > Stress > Sip   In-plane Normal

 

The orientation of the ubiquitous-plane is specified in

 

ID_PLOT_MODIFY_UB Plot > Strength Factors > Ubiquitous Parameters