2
 Canada | USA | Malaysia | China www.BetaMachinery.com Pipe Support Stiffness (BETA Research project for the GMRC, 2014) 1 Industry Challenge Pipe supports are used to secure process piping and prevent harmful vibrations. The goal of a well- designed pipe support, for vibratory service, is to minimize vibration at the support. This mainly depends on the support’s stiffness and location. The stiffness of a pipe support system depends on two things:  The stiffness of the clamp itself, and  The stiffness of the structure underneath the pipe (to which the pipe is clamped) See Figures 1 to 3 for examples of typical pipe support systems. An accurate stiffness for the pipe clamp system is essential to determine the natural frequency of piping, which indicates a possibility of high vibrations. The natural frequency of piping varies with the spacing between supports and with the stiffness of the supports themselves. Pipe supports also affect the results of a Piping Stress Analysis (also called a Piping Flexibility Study or Thermal Analysis). The same stiffness value used to determine the natural frequency of piping can also be used in a flexibility study to determine the piping stress and deflection, restraint reaction forces, and nozzle loads on equipment. An industry-wide problem exists due to incorrect assumptions about pipe support stiffness. The current practice by many engineering firms is to assume a pipe support is rigid (e.g., 1E12 lb/in). In reality, the clamp and support system has some flexibility (e.g., 1E5 - 1E6 lb/in). This means the piping engineer’s assumptions can be over 1,000,000 times stiffer than the actual installation. Inaccurate stiffness assumptions create (expensive) consequences, such as:  Higher pipe natural frequencies than would be measured in the field, which may lead to high pipe vibration  Thermal loops that may not be required  Removal of pipe clamps (to solve thermal p roblems), which can result in high pipe vibrations  Failed pipe clamps and equipment n ozzles due to higher tha n expected pipe deflections and loads This problem exists because of these two issues:  There i s a lack of understanding and information on this issue; and  The engineering firms do not have the experience/capability to determine the actual stiffness values. For example, specialized finite Clamp Support Support Support Clamp  Clamp Support

Pipe Support Stiffness - GMRC Project

Embed Size (px)

Citation preview

Page 1: Pipe Support Stiffness - GMRC Project

7262019 Pipe Support Stiffness - GMRC Project

httpslidepdfcomreaderfullpipe-support-stiffness-gmrc-project 12

Canada | USA | Malaysia | China wwwBetaMachinerycom

Pipe Support Stiffness

(BETA Research project for the GMRC 2014)

1 Industry Challenge

Pipe supports are used to secure process piping and prevent harmful vibrations The goal of a well-

designed pipe support for vibratory service is to minimize vibration at the

support This mainly depends on the supportrsquos stiffness and location

The stiffness of a pipe support system depends on two things

bull The stiffness of the clamp itself and

bull The stiffness of the structure underneath the pipe (to which the pipe is

clamped)

See Figures 1 to 3 for examples of typical pipe support systems An accuratestiffness for the pipe clamp system is essential to determine the natural

frequency of piping which indicates a possibility of high vibrations The natural

frequency of piping varies with the spacing between supports and with the

stiffness of the supports themselves

Pipe supports also affect the results of a Piping Stress Analysis (also called a Piping Flexibility Study or

Thermal Analysis) The same stiffness value used to determine the natural

frequency of piping can also be used in a flexibility study to determine the piping

stress and deflection restraint reaction forces and nozzle loads on equipment

An industry-wide problem exists due to incorrect assumptions about pipesupport stiffness The current practice by many engineering firms is to assume a

pipe support is rigid (eg 1E12 lbin) In reality the clamp and support system

has some flexibility (eg 1E5 - 1E6 lbin) This means the piping engineerrsquos

assumptions can be over 1000000 times stiffer than the actual installation

Inaccurate stiffness assumptions create (expensive) consequences such as

bull Higher pipe natural frequencies than would be measured in the field

which may lead to high pipe vibration

bull Thermal loops that may not be required

bull Removal of pipe clamps (to solve thermal problems) which can result

in high pipe vibrationsbull Failed pipe clamps and equipment nozzles due to higher than expected

pipe deflections and loads

This problem exists because of these two issues

bull There is a lack of understanding and information on this issue and

bull The engineering firms do not have the experiencecapability to

determine the actual stiffness values For example specialized finite

983110983145983143983157983154983141 983089983086 983120983145983152983141 983155983148983141983141983158983141 983156983161983152983141 983139983148983137983149983152

983137983150983140 983152983151983155983156983085983156983161983152983141 983155983157983152983152983151983154983156

Clamp

Support

Support

983110983145983143983157983154983141 983091983086 983124983159983151983085983143983157983155983155983141983156 983156983161983152983141 983139983148983137983149983152

983159983145983156983144 983159983141983140983143983141 983138983148983151983139983147983155 983137983150983140 983138983141983137983149983085983156983161983152983141

983155983157983152983152983151983154983156

Support

Clamp

983110983145983143983157983154983141 983090983086 983119983150983141983085983143983157983155983155983141983156 983156983161983152983141 983139983148983137983149983152

983159983145983156983144 983159983141983140983143983141 983138983148983151983139983147983155 983137983150983140 983139983151983150983139983154983141983156983141

983152983145983141983154 983155983157983152983152983151983154983156

Clamp

Support

7262019 Pipe Support Stiffness - GMRC Project

httpslidepdfcomreaderfullpipe-support-stiffness-gmrc-project 22

Beta Machinery Analysis

Pipe Support Stiffness

element analysis (FEA) software is required (eg ANSYS) as well as an understanding of how to

properly model the stiffness

In an attempt to give the industry guidance as to what stiffness is required for a well-designed support

API 618 5th Edition has recommended a minimum stiffness However there are no published stiffness

values for the different types of clamp designs and different support structure designs (eg concrete pier

beam support or elevated post)

This project will investigate the stiffness of different types of clamps and support designs The sensitivity

of the stiffness calculation to installation variations and

sensitivity of piping natural frequency to support stiffness will be

briefly investigated during the analysis

2 Project Deliverables

There are two project deliverables

bull Best practices for evaluating and applying piping support

stiffness in new facilities with case studies examples

standard specifications and ldquodorsquos and donrsquotsrdquo so piping

engineers understand how to design an adequate system ndash

and not end up with poor designs like Figure 4

bull A table of stiffness values for 20 standard pipe supports

sizes in the NPS 2rdquo-40rdquo range The table will have axial

lateral vertical and torsional stiffness of the clampsupport

and can be used by Engineering Consultants (ECs) involved

in piping layout pipe stress analysis and mechanical

analysis

3 Industry Benefits

Many gas plants and compressor stations suffer from poorly designed pipe supports Incorrect

assumptions on pipe stiffness are often used which result in costly vibration and stress problems Having

access to accurate stiffnesses will greatly improve the piping system reliability

983110983145983143983157983154983141 983092983086 983120983151983151983154 983155983157983152983152983151983154983156 983140983141983155983145983143983150

Page 2: Pipe Support Stiffness - GMRC Project

7262019 Pipe Support Stiffness - GMRC Project

httpslidepdfcomreaderfullpipe-support-stiffness-gmrc-project 22

Beta Machinery Analysis

Pipe Support Stiffness

element analysis (FEA) software is required (eg ANSYS) as well as an understanding of how to

properly model the stiffness

In an attempt to give the industry guidance as to what stiffness is required for a well-designed support

API 618 5th Edition has recommended a minimum stiffness However there are no published stiffness

values for the different types of clamp designs and different support structure designs (eg concrete pier

beam support or elevated post)

This project will investigate the stiffness of different types of clamps and support designs The sensitivity

of the stiffness calculation to installation variations and

sensitivity of piping natural frequency to support stiffness will be

briefly investigated during the analysis

2 Project Deliverables

There are two project deliverables

bull Best practices for evaluating and applying piping support

stiffness in new facilities with case studies examples

standard specifications and ldquodorsquos and donrsquotsrdquo so piping

engineers understand how to design an adequate system ndash

and not end up with poor designs like Figure 4

bull A table of stiffness values for 20 standard pipe supports

sizes in the NPS 2rdquo-40rdquo range The table will have axial

lateral vertical and torsional stiffness of the clampsupport

and can be used by Engineering Consultants (ECs) involved

in piping layout pipe stress analysis and mechanical

analysis

3 Industry Benefits

Many gas plants and compressor stations suffer from poorly designed pipe supports Incorrect

assumptions on pipe stiffness are often used which result in costly vibration and stress problems Having

access to accurate stiffnesses will greatly improve the piping system reliability

983110983145983143983157983154983141 983092983086 983120983151983151983154 983155983157983152983152983151983154983156 983140983141983155983145983143983150