Final FED 1 Testing Set Up Testing idea and current status Preliminary results Future development
Results Fed
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Transcript of Results Fed
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8/16/2019 Results Fed
1/1
Results
1. In the displacement, the values are decreasing as the relative density(Dr) is increasing.
2. In the contact forces between the beam elements(2D), all are following similar pattern
after initial state analysis and final excavated analysis.
. !fter initial state analysis and final excavated analysis, the forces in x direction isalways more than that of y direction.
". #he range of forces in x direction have decreased element wise after final excavated
analysis with respect to initial state analysis. $imilarly, the range of forces in y
direction have increased element wise after final excavated analysis with respect to
initial state analysis.
%. #he pattern of normal forces element wise in x and y direction and moment about &
direction are similar to the original soil used as reference.
'. #he range of values of normal forces in the x direction is more than that of forces in y
direction.
. #he pattern of reaction forces (from aster force file) element wise in x and y
direction and moment (from aster force file) about & direction are similar to the
original soil used as reference.
*. #he range of values of reaction forces in the x direction is more than that of forces in
y direction as expected.
9. #he range of reaction moments about & direction and reaction forces in x direction are
decreasing as the relative density is increasing+ in the y direction there is no such
regular pattern is followed.