.. _ElastomericBearingPlasticity: ElastomericBearingPlasticity Element ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ This command constructs a two-node elastomeric bearing element with coupled shear plasticity (2D) or bidirectional plasticity (3D). Force-deformation in the non-shear directions is defined by user-supplied :ref:`uniaxialMaterial` objects. The command name ``elastomericBearing`` is an alias for ``elastomericBearingPlasticity``. .. function:: element elastomericBearingPlasticity $eleTag $iNode $jNode $kInit $qd $alpha1 $alpha2 $mu -P $matTag -Mz $matTag <-orient $x1 $x2 $x3 $y1 $y2 $y3> <-shearDist $sDratio> <-doRayleigh> <-mass $m> .. function:: element elastomericBearingPlasticity $eleTag $iNode $jNode $kInit $qd $alpha1 $alpha2 $mu -P $matTag -T $matTag -My $matTag -Mz $matTag <-orient <$x1 $x2 $x3> $y1 $y2 $y3> <-shearDist $sDratio> <-doRayleigh> <-mass $m> .. csv-table:: :header: "Argument", "Type", "Description" :widths: 10, 10, 40 $eleTag, |integer|, unique element tag $iNode $jNode, |integer|, end nodes $kInit, |float|, initial elastic stiffness in local shear direction $qd, |float|, characteristic strength $alpha1, |float|, post-yield stiffness ratio of linear hardening component $alpha2, |float|, post-yield stiffness ratio of nonlinear hardening component $mu, |float|, exponent of nonlinear hardening component $matTag, |integer|, uniaxial material tag for axial behavior (``-P``) $matTag, |integer|, uniaxial material tag for torsion (``-T``; 3D only) $matTag, |integer|, uniaxial material tag for moment about local y (``-My``; 3D only) $matTag, |integer|, uniaxial material tag for moment about local z (``-Mz``) $sDratio, |float|, shear distance from iNode as fraction of element length (optional; default 0.5) $m, |float|, element mass (optional; default 0.0) .. note:: 1. By default the bearing does not contribute to Rayleigh damping. Use ``-doRayleigh`` to include it. 2. Specify realistic axial stiffness; extremely large values can cause numerical sensitivity. 3. Valid :ref:`elementRecorder` queries include ``force``, ``localForce``, ``basicForce``, ``localDisplacement``, ``basicDisplacement``, and ``material $matNum ...``. .. admonition:: Example 1. **Tcl Code** .. code-block:: tcl element elastomericBearingPlasticity 1 1 2 20.0 2.50 0.02 0.0 3.0 -P 1 -Mz 2 2. **Python Code** .. code-block:: python element('elastomericBearingPlasticity', 1, 1, 2, 20.0, 2.50, 0.02, 0.0, 3.0, '-P', 1, '-Mz', 2) Code developed by: Andreas Schellenberg, University of California, Berkeley