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  • Users: brc01
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  1. brc01

    Mixing shell and beam model in ANSYS

    Hi all,I have a pressurized piping layout something like this: ----------- | | B | | ------------ --------- | |...
  2. brc01

    .STT file >2GB

    Hi I am running AB 6.4 on XP sp1,FAT file system. FAT can handle file size upto 2GB. I noticed that once my my .STT file size exceeds 2GB the program terminates. How can I reduce .STT file size? Is there something like FREQ paramater for controling this file size?
  3. brc01

    repeated nodes in two instances

    There are two instances of part in shell2solid coupling example problem which have same node numbers .when I want to print displacements in dat file for a node set from one instance,I get print out for other nodes with same nubers in the other instance due to same node numbers.How to overcome...
  4. brc01

    Nonlinear transient dynamic seismic analysis in ANSYS

    Thank you Dreaj for your valuable replys .The following thred discussed combining seismic responces using SRSS etc. http://eng-tips.com/viewthread.cfm?qid=18095 My present problem is: I need to do nonlinear full transient dynamic (so all modal methods and response spectrm method are...
  5. brc01

    *Direct -method of nonlinear dynamic (seismic )analysis

    Hi all, I believe some expert(s) on ABAQUS around here could answer this one: I have a pipe modeled with shell elements(S8R). The simultaneous loads are (1) internal pressure(2)ground acceleration time history. The pipe is like a cantilever.ie. One end of pipe is clamped(fixed,all dof zero)to...
  6. brc01

    ELBOW LIMIT MOMENT ANALYSIS

    Hi! I am doing linit load analysis of 90 degree pipe elbows subjected 1)to out of plane moment alone and 2)Out of plane moment and internal pressure acting simultaneously. I simulated th emoment by equal and opposite pressure on two halves of the pipe cross section.As there is no symmetry...
  7. brc01

    Seismic Analysis

    I am doing seismic analysis using ANSYS 5.7. After doing response spectrum analysis to find responses(displacement and stresses)for three INDIVIDUAL spectra (say in X,Y ,and Z directions)using SRSS mathod of combination,how to get the COMBINED RESPONSE DUE ATO ALL THE THREE SPECTRA ?How to...
  8. brc01

    SIMULTANEOUS APPLICATION OF TIME VARYING AND CONSTANT LOADS

    I am doing nonlinear static analysis of elbows to find limit load under internal pressure and a moment .I want to keep internal pressure in the elbow constant and vary the moment applied at the end(applied by equal and opposite pressures)with time,in steps , from zero to some specified value...

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