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Abaqus connector elements
hello everybody,
i have a problem by using connector
elements in a basically very simple situation in abaqus standard. I try
to model the damage or failure of this translational connector element
at a certain load level of 1000kN. bevor the system reaches this load
level should the element be very stiff.
does anyone see the mistake ???.
*CONNECTOR SECTION, ELSET=connector, BEHAVIOR=Behavior
axial
*CONNECTOR BEHAVIOR, NAME=Behavior
*CONNECTOR ELASTICITY, COMPONENT=2
1000000000000
*CONNECTOR FAILURE, COMPONENT=2
,,1000000
thanks a lot,
edmundo
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