Transcript

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New AutoPIPE and STAAD Seamless Integration TechnologyMark Upston - Director Structural Solutions

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Summary…

• New AutoPIPE V8i SELECTseries2 (v9.3.0.8)

• Release date, Friday October 22, 2010

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Summary…

• Version, STAAD.Pro V8i SELECTseries 2, Build 20.07.07.19

• Release date, 19th October 2010

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AutoPIPE & STAAD ProductLines

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What is Important to Companies?

USA Companies $250M to $405B

#1 Collaboration Software & More Efficient Processes

2010

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Faster Design: Transfer Piping and Support Loads in hours not weeks. Considers Structural Sway & Stiffness for more accurate, safer designs Less Assumptions with more Accurate, Realistic Engineered Design Early clash detection Safer Structure, Piping, and Equipment Potential Cost Savings on Pipe Supports and Steel Structure

Structural – PipeStressWhy Have Integration Across Disciplines?

Structural Engineer Pipe Stress Engineer

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The problem is consistent in the Plant Market

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The problem is consistent in the Plant Market

• EPC # 1 – “There are some significant disconnects between the pipe stress folks and the structural folks. As far as conveying information from pipe stress to Structural, we typically provide the preliminary structural steel drawings to pipe stress for them to mark up loads on it. This is extremely inefficient. Also, piping should try to get as much structural steel put onto the steel drawings so that detailing, fabrication and erection can be done in a single pass”

• EPC #2 – We have some serious frustrations in the way piping designers do their work, interfacing with structural and mechanical. I know the current process is disjointed, but it is all our tools provide us.”

• EPC #3 - We have standard loadings that take care of the major stuff. The thing that is a killer is the special case stuff. The thermal loads and piping movements, spring supports, anchor points etc. These types of things have special details, as well as high loads. In addition, a structural engineer can’t guess where these things are going to be or what they will look like. This has to come from the Piping Engineer and we have to sort through drawings. Most of the time this info gets to structural at best just before you issue the drawings. Sometimes it is after the first fabrication release has been sent out and you have to revise the drawings.

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Importance of Structural Integration - Case Study

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Lungmen Nuclear Power ProjectTaiwan Power CompanyProblem: Disconnected Main Steam Piping & Structural design = Dynamic Seismic Phasing Issues, grossly inaccurate Structural flexibility and pipe support loads

Courtesy : Stone & Webster Inc., A Shaw Group Company

Solution: Coupled Structure & piping gave reduced seismic loads at Turbine, more accurate pipe support design, greater confidence in static & dynamic analysis design

Is it Safe?

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• US$0.5M/day in losses if digestor unit offline

• Short pump life – sometimes in minutes

• Original design had capacity of suction nozzle being 5kN― Actual suction nozzle load was

30kN (6x over design)• Designed for 1.5mm of steel

displacement― Actual steel movement was 3mm

• Displacement of the steel structure and fluid pulsations caused excessive nozzle loads (pump failure) requiring US$200k in additional steelwork and new supports

Importance of Structural Integration - Case Study

Queensland Alumina Pty (QAL) • Is it Safe?• How expensive are

Repairs?

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AutoCAD 3-D PULVERIZED COAL SYSTEM GENERAL

ARRANGEMENT

Importance of Structural Integration - Case Study

Metso Minerals

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Explosion Pressure

Operating Temperatures

AutoPIPE MODEL - HOT AIR SUPPLY DUCT

Tempering Tee

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PIPE AND STRUCTURE

STAAD.Pro

AutoPIPE

Beam 1330Supporting Pipe

One Beam 1330 makes all the difference

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No AutoPIPE LOADS Strong Beam with Piping Loads

-511-1595

606

-946

Weak Beam with Piping LoadsSTAAD ANALYSIS SUMMARY - BEAM 1330

-383-261

Moment Reversal Moment Reversal

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ROT B12GUIDE B12

LSTOP B12

GUIDE B06

SHOE B06

X Y Z W/O STR 671 -1916 0.0Strong Beam 670 -1915 0.0 Weak Beam -447 0.0

X Y Z W/O STR 1111 -1916 0.0Strong Beam 1111 -1915 0.0Weak Beam -741 0.0

X Y Z W/O STR -30 25150 0.0Strong Beam -30 25149 0.0 Weak Beam -27 0.0

X Y Z W/O STR -20402 0 0.0Strong Beam -20399 0 0.0Weak Beam 0 0.0

B01 W/O STR MAX DISPL. X = 1.265

Strong Beam MAX PIPE FORCE X = -20433

W/O STR MAX PIPE FORCE X = -20435

B08

B15

W/O STR MAX DISPL. X = -1.707 Weak Beam MAX DISPL. X = -3.235

BEAM 1330 • STRONG BEAM CHINESE STEEL SIZE HN 700 X 300• WEAK BEAM CHANGED TO HN 350 X 175

Weak Beam MAX DISPL. Y = 1.302

B06Beam 1330

AutoPIPE Summary Results

+4% Change

-15% Change

+29 % Change+29 % Change

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Piping Design

New AutoPIPE / STAAD Seamless Integration

AutoPIPE

Structural Design

STAAD.Pro

Transfer Pipe Support LoadsTransfer Structural Model, Displacements, & Loads, Multiple Piping Models

Bi-directional Model ExchangeNew Connection WizardNew Connection Wizard

Links Transfered & SaveRevision History

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Workflow – Scenario 1Multi-User ProjectAutoPIPE Model 1

AutoPIPE Model 2

AutoPIPE Model 3

STAAD Model

Import & Manage Multiple AutoPIPE Models

Pipe Stress analysis is typically performed on each pipe linenumber in separate models by different team members

Pipe line 1

Pipe line 2

Pipe line 3

Structure

Pipe line 4

AutoPIPE Model 4

Multiple Times

STAAD

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Workflow – Scenario 2

• Combined piping model in AutoPIPE • Saved Pipe / Structure connections in STAAD• Changed support loads can be exported multiple times to STAAD• New Piping Loads are updated automatically in STAAD

Structure

STAAD

Pipe

AutoPIPE

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Workflow – Scenario 3

• Structure imported to AutoPIPE to analyze combined stiffness• Combined structure + piping model in AutoPIPE • Saved Pipe / Structure connections in both programs• Changed support loads can be exported multiple times to STAAD • New Piping Loads are updated automatically in STAAD

Structure

STAAD

Pipe

AutoPIPE

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Workflow – Scenario 4

Psuedo Method, transfer only structural displacements applied to the pipe supports (Multiple times)

STAAD Displacement Results

Support Displacements

Pipe

AutoPIPE

StructureSTAAD

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AutoPIPE Connection Wizard

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Automatically find the closest orthogonal point on selected beams to connect support

1. Select support(s) to be connected2. Then select the beams to consider for

connection– All Beams– Filter by Cross Section– Filter by vertical or horizontal beams

3. Program finds the closest beam or beam node to make the connection

Automatic Support Connections

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Automatic Connections in Seconds

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STAAD Connection Wizard

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• Automatically find the closest vertical or horizontal point on selected beams or nodes to connect the support(s)

• User select support(s) to be connected• Then select the beams and/or nodes to consider for

connection• Filter by Property, Group, or View• Program loops over beams/nodes to find closest

connection

Automatic Support Connections

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Automatic Connections in Seconds

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• Analyze piping system in AutoPIPE • View Stress Results• Export Pipe Geometry And Loads To STAAD• Import into STAAD• Transfer Piping Loads• Analyze in STAAD & Export Structure to AutoPIPE • Import into AutoPIPE

Workflow 3 – Combined Stiffness Model to AutoPIPE

Lets See it Action….

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• Analyze piping system in AutoPIPE • View Stress & Displacement Results• Export Pipe Geometry And Loads To STAAD• Import into STAAD• Transfer Piping Loads• Analyze & view Results in STAAD• Export Displacements to AutoPIPE • Import into AutoPIPE

Workflow 4 – Structural Displacements to AutoPIPE

Lets See it Action….

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Thank you


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