A retaining wall plate loaded with hydrostatic pressure with uneven stress result distribution

[T.E.Dada]

Hello everyone,

I have modelled a reinforced concrete retaining wall using the 3D Solid element in ABAQUS.

The wall is expected to retain hydrostatic pressure and such was modelled accordingly by applying the pressure over the targeted surface. However, the result of the displacement showed that the magnitude is not evenly distributed along the length. What can I do to rectify this?

 

[FEA way]

Hydrostatic pressure distribution is applied along Z axis. Rotate your model so that the Z axis coincides with this wall.

 

[T.E.Dada]

Many thanks for your prompt reply. Problem solved