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AutoPIPE Wiki 05. Non-Linear Analysis - Pipe / Support Friction Force - Load Case GrP1T1E1
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            • 04. Non-Linear Analysis - Pipe / Support Friction Force - Load Case GrP1T1
            • 05. Non-Linear Analysis - Pipe / Support Friction Force - Load Case GrP1T1E1
            • f. Advanced Nonlinear Analysis - Linear vs. Non-Linear analysis in AutoPIPE
            • g. Discussion of AutoPIPE Advanced Non-Linear Analysis Engine
            • i. Why does AutoPIPE provide an option to “Ignore friction GR” on the Nonlinear analysis dialog?
            • ii Why does AutoPIPE provide an option to “Ignore friction E” on the Nonlinear analysis dialog?
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    04. Non-Linear Analysis - Pipe / Support Friction Force - Load Case GrP1T1E1

    Applies To
    Product(s): AutoPIPE,
    Version(s): ALL
    Area: Analysis
    Original Author: Bentley Technical Support Group

    Problem:

    The support at this location (ex. AB03), is a V-stop support, with the following settings:

    Why when enabling the Non-linear analysis setting Ignore Friction E does the support have horizontal loadings, Zaxis: 254, Xaxis: 98?

    Solution:

    AutoPIPE is correctly calculating the loads on the support. 

    Again, do not concern yourself with the individual load cases (ex. Gr, P1, E1), only consider operating conditions (ex. GRT1P1E1) in your analysis review. One should only consider individual cases when trying to understand they contribute to an operating condition results.

    In this example, the individual loads case are added correctly to calculate the operating condition:

    Again, why are there horizontal seismic loads on the support; 254 and -98?

    AutoPIPE's analysis will release all friction loads that occurred before all analyzed seismic events when Ignore Friction E feature is enabled / turned on. In order to accomplish this, AutoPIPE will calculate the total friction force for all individual load cases as defined by the analysis load sequence  (see Analysis Summary) to the specific seismic event. Then the software will apply an equal and opposite force value to essentially release the load on the support when calculating the operating condition.

    Example: 

    1. Load sequence = Gr -> T1 -> P1 -> E1
    2. Sum all individual load cases horizontal plane forces acting on the support:
                     
    3. Apply equal and opposite total value for respective occasional seismic load (ex. E1); 254, -98 respectively. 
    4. Refer to above SUPPORT report, exact same values were reported. 
    5. When calculating the Operating condition, friction loads from Gravity, Temperature #1, and Pressure #1 are ignored / released.

    See Also

    06. Non-linear Load Sequencing Explained

    Bentley AutoPIPE

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