From: Eddie Gonzalez <Eagonzal(--nospam--at)ENG.CI.LA.CA.US>
Date: Thu, 13 May 1999 12:01:07 -0700
Mark, I do not any direct answers to your question. But based on the
information you provided, please note that if you are considering modeling a
column/caison using Risa's plate/shell elements based on the spread footing
example in the manual, consider varifying with Risa Tech. that infact, the
sample they show was correct. I think the example they show is not intended to
mean that their elements can approximate solid element behavior but it is
intended more to illustrate general FEM approximation. I say this because some
of their elements width/thickness dimension ratios already exceed 1.0. I guess
it also depends on how you layout the elements.
If this is not what you are thinking of doing, please disregard.
>>> "Mark D. Baker" <shake4bake(--nospam--at)earthlink.net> 05/13/99 10:20AM >>>
Has anyone had success trying to model an embedded pile subject to
lateral loads with Risa3d ? I know vertical load can be assessed for a
spread footing modelling plate/shell elements but I'd like to try it
with a round drilled, cast-in-place pile. Any body had success or
failure with this they would like to share?