NASA Engineering and Safety Center (NESC) Mechanical Analysis SPRT Contributions to Return to Flight



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NASA Engineering and Safety Center (NESC) Mechanical Analysis SPRT Contributions to Return to Flight Julie Kramer White NESC Mechanical Analysis Lead Johnson Space Center FEMCI Workshop Keynote Address Goddard Space Flight Center May 2005

Outline NASA Engineering and Safety Center (NESC) Overview Purpose Scope Organization Mechanical Analysis Super Problem Resolution Team (SPRT) Purpose Scope Organization RTF Mechanical Analysis Efforts Independent Technical Assessments Consultations / Peer Review Conclusion 2

NASA Engineering and Safety Center NESC was formed in direct response to the findings of the Columbia Accident Investigation Board (CAIB) The safety organization sits right beside the (shuttle) person making the decision, but behind the safety organization there is nothing there, no people, money, engineering, expertise, analysis. there is no there there - Adm. Harold Gehman 3

NASA Engineering and Safety Center On July 15, 2003, Administrator O Keefe announced plans to create the NASA Engineering and Safety Center at Langley Research Center (LaRC) Charter of NESC to provide value added independent assessment of technical issues within its programs and institutions. 4

NASA Engineering and Safety Center NESC Philosophy & Culture: Mission Success Starts with Safety Safety Starts with Engineering Excellence NESC fosters this culture by providing Knowledgeable, technical senior leadership Open environment Emphasis on tenacity and rigor 5

NASA Engineering and Safety Center NESC is administered from LaRC, however, it is a decentralized organization which utilizes tiger team approach to problem solving Representatives from all centers play key roles in the day to day management and technical assessment work of the NESC Insight at center and program level into potential issues Engineers need to be where the problems are to stay relevant Model of One NASA 6

NASA Engineering and Safety Center One NASA NESC Organization Administrator A Chief Eng., AE M R Q S Y Aerospace Space Earth Space Flight Technology Science Science U Biological and Physical Research JSC Ames JPL Goddard KSC Dryden MSFC Langley NESC Office Stennis Glenn Industry Government Organizations National Labs Universities 7

NASA Engineering and Safety Center NESC Organization Office of the Director Director, NESC Deputy Director Deputy Director for Safety S&MA Integration Chief Astronaut Chief Scientist Technical Asst. (2) Secretary LaRC Business Management & Support Office Systems Engineering Office Principal Engineers Office NESC Chief Engineers Office Discipline Chief Engineers Office Business Manager (COTR) Human Resources Support Procurement Support Academic Liaison DOD/National Lab Liaison Configuration Control Knowledge Capture Training Technical Writing Outreach Administrative Support Secretary LaRC Systems Engineering Manager Engineers (TBD) Secretary LaRC Principal Engineers (3-4) Back-up P.E. (3-4) Secretary LaRC ARC DFRC GRC GSFC JPL JSC KSC LaRC MSFC SSC NASA Centers Materials Structures Power & Avionics Flight Sciences Software GNC NDE Propulsion Human Factors Mechanical Systems Mechanical Analysis Fluids/Life Support/Thermal NASA Centers 8

NASA Engineering and Safety Center Scope of NESC activities Independent in-depth technical assessments Independent trend analysis Independent systems engineering analysis Mishap Investigations Technical support to Programs Focus on High Risk Programs 9

Super Problem Resolution Teams Super Problem Resolution Teams (SPRTs) are the backbone of the NESC They have membership from multiple sources: NASA Industry Academia Other Government Agencies They provide technical support of NESC activities with independent test, analysis and evaluation not just technical opinions Overcome negative connotation of independent assessment by offering our best technical personnel Select recognized agency discipline experts to lead SPRTs Utilize expertise at each center 10

Super Problem Resolution Teams NESC goal is to establish an extension to the natural hierarchy of engineering progression A true technical ladder If successful, engineers will aspire to be in the NESC Challenging work, visibility, pay and promotion NESC Senior Engineers Junior Engineers Co-Ops, Interns, Freshouts GS15, ST, SL, SES GS13-15, ST, SL, SES GS9-12 GS5-7 Independent Assessment Agency-wide In-line Functions Programs and Institutions 11

Mechanical Analysis SPRT Strength Analysis Linear and non-linear structural behavior Stress intensity factor Margin of safety Dynamic Analysis and Loads Vibroaccoustics Modal & frequency analysis Coupled loads Structural Testing Model Correlation Failure modes 12

Mechanical Analysis SPRT Core Mechanical Analysis SPRT represents 9 centers: ARC: Ken Hamm DFRC: Kajal Gupta GRC: George Stefko & Mei-Hwa Liao GSFC: Jim Loughlin & Dan Kaufman (deputy) JPL: Frank Tillman & Paul Rapacz JSC: Joe Rogers & Julie Kramer White (lead) LaRC: Scott Hill MSFC: Greg Frady SSC: David Coote 13

Mechanical Analysis SPRT Core represents a broad spectrum of analysis experience Identification of appropriate skills and resources for analytical tasks Cognizant of structural analysis related task to ensure proper analysis expertise support (including peer review) Proactively engage structural analysis related issues throughout the agency Supplemented by additional resources from: Center institutional engineering Industry (Aerospace Corporation, ATA, Sverdrup-Jacobs, Swales) Academia (Naval Post Graduate School, Georgia Tech) 14

Assessments vs. Consultations Assessments and Inspections: a request to independently conduct an assessment or inspection of a problem received from an individual, Programs/Projects, Centers, or an NESC member. Conduct an end-to-end technical assessment or inspection of the problem. The assessment or inspection may only require an independent peer review or may require independent tests and analyses. The product of the assessment or inspection will be a comprehensive engineering report which will include findings, recommendations, and lessons learned. Consultations: a request to participate in a problem resolution received from an individual, Programs/Projects, Centers, or an NESC member. A consultation usually will not include extensive independent tests or analyses. Program/Project Insight: routine interactions with Programs/Projects and Centers. Render advice and engineering judgment, issue technical position papers to address technical issues, and participate in boards and panels. 15

Mechanical Analysis SPRT Tasks Independent Technical Assessments: Orbiter Main Propulsion System Feedline Flowliner cracks Orbiter Wing Leading Edge Metallic Hardware Integrity Orbiter Tile and RCC Impact Damage Assessment Tools Space Shuttle Return to Flight Rationale Shuttle Solid Rocket Booster Stud Hangup SOFIA Acoustic Resonance Consultations/Peer Review: Shuttle External Tank Bellows Ice Liberation Testing Shuttle T-O umbilical margin dissenting opinion Shuttle Main Engine High Pressure Oxygen Turbo Pump (HPOTP) blade seal cracking 16

Mechanical Analysis SPRT RTF Independent Technical Assessments: Orbiter Main Propulsion System Feedline Flowliner cracks Orbiter Wing Leading Edge Metallic Hardware Integrity Orbiter Tile and RCC Impact Damage Assessment Tools Space Shuttle Return to Flight Rationale Shuttle Solid Rocket Booster Stud Hangup SOFIA Acoustic Resonance Consultations/Peer Review: Shuttle External Tank Bellows Ice Liberation Testing Shuttle T-O umbilical margin dissenting opinion Shuttle Main Engine High Pressure Oxygen Turbo Pump (HPOTP) blade seal cracking 17

Orbiter Main Propulsion System Feedline Flowliner Cracks Issue In May of 2002, three cracks were found in the downstream flowliner at the gimbal joint in the LH2 feedline of Space Shuttle Main Engine (SSME) #1 of orbiter OV-104 (Atlantis) Subsequently, all orbiters were found to have LH2 feedline flowliner cracks Space Shuttle program had previously produced a flight rationale for STS-107; however, post 107 many fight rationale were carefully reevaluated, including flow liner Due to the potentially catastrophic consequence of a flow liner failure and the complex nature of the problem, the Space Shuttle Program manager, asked the NESC to engage in an Independent technical assessment of this issue 18

Orbiter Main Propulsion System Feedline Flowliner Cracks Scope of Assessment Identify the primary contributors to the cracking in the flowliner Implement a strategy to resolve the problem and/or mitigate risks to acceptable flight levels 19

Orbiter Main Propulsion System Feedline Flowliner Cracks Challenges: Characterizing dynamic environment with limited means of verification Not readily accessible for R&R or instrumentation Qualification and test facilities dismantled Highly dynamic, cavitating, cryogenic flow environment Downstream Gimbal Joint LPFTP 20

Orbiter Main Propulsion System Feedline Flowliner Cracks Forcing Functions Structural Dynamics Role Feedline Flowliner Flow Dynamic Physics Response Fluid / Structure Interaction Flow- Induced Dynamic Loads Static Loads: Temp & Residual Combined Loads Time Histories Fatigue Loading Spectrum Fracture Mechanics Analysis Residual Fatigue Life External Constraints: - Certification failure modes - Orbiter flight data - BTA/GTA test data - LPTP/SSME operations Ops/Launch Mechanical Loads Flight Rationale 21

Orbiter Main Propulsion System Feedline Flowliner Cracks Structural Dynamics Tasks Assess loads and environments on flowliner Analyze hot fire tests data (flow induced environments) Modal response identification of Shuttle flowliners Assess strain transfer factors (test measured locations at mid ligament to crack initiation / field stress) Identify relevant modes for each flight condition (single mode approach / multimode very complex and perhaps impractical) Develop loading spectra for fracture analysis Fill gaps in previous program approach and rationale 22

Orbiter Main Propulsion System Feedline Flowliner Cracks Material: Inconel 718 Thickness: 0.050 in 23

Orbiter Main Propulsion System Feedline Flowliner Cracks Complex Mode Shapes 1000 to 4000 Hz 24

Orbiter Main Propulsion System Feedline Flowliner Cracks Results: Validation of issue & program rationale through independent: Test of flowliner dynamic response Dynamic analysis and development of load spectra Fracture analysis and computation of expected service life Mitigation of risk through the development of alternate NDE techniques which significantly reduce initial flaw size in hardware and in analysis of service life Significant decrease in defect size, reduces likelihood of crack re-initiation in future 25

Orbiter Wing Leading Edge Metallic Hardware Integrity Issue A member of the CAIB expressed concern to NESC about the hardware that attaches the carbon leading edge panels to the wing Unusual failure features in the Columbia debris highlighted potential susceptibility to and degradation from: oxygen embrittlement corrosive environment high temperature exposure during entry stresses induced by installation Debris from Panel 16 of the right WLE 26

Orbiter Wing Leading Edge Metallic Hardware Integrity Scope Assess the potential for aging-related degradation mechanisms to reduce the Design Allowables of the metallic components or result in failure mechanisms not originally accounted for in the orbiter certification Assess the structural integrity of the Wing Leading Edge (WLE) spar and RCC panel attach hardware for debris impacts that may occur during ascent 27

Orbiter Wing Leading Edge Metallic Hardware Integrity T-Seal Y Z X Wing Spar Attach hardware represents the metallic parts that connect the RCC panels to the wing spar RCC Panel 8 Spanner Beam Spar Attach Fitting 28

Orbiter Wing Leading Edge Metallic Hardware Integrity Challenges: Producing a relevant assessment of capability without running full certification rigor analysis Wing leading edge design loads are determined by hundreds of load cases run through many global and local models Detailed FEMs of attach hardware not available in many cases 29

Orbiter Wing Leading Edge Metallic Hardware Integrity Analysis Approach Analysis of critical panels for impact and heating effects (9 and 10 with associated T-seal) Transient analysis with impact loads LS/Dyna analysis used to obtain loads at lug points impact analysis with foam impacting at apex on T-seal Buckling analysis with loads at impact loading points Lugs on clevises Spar attach fitting on wing spar Maximum stress from impact loads used to determine margin Superimposed on margin from nominal cases with no factor of safety Loads could not be obtained from orbiter margins were used to superimpose impact event 30

Orbiter Wing Leading Edge Metallic Hardware Integrity Model Generation CATIA solid models of panel 9 hardware generated by Boeing Translated into Pro/Engineer and defeatured as much as possible (non-parametric geometry required creating cuts and protrusions to remove fillets, holes, etc.) Generated FEMs from this geometry Model consists of clevises, spanner beams, spar attach fitting Element types Solid for clevises, spar attach fitting Shell for spanner beams with spring elements Beams/MPCs for pins 31

Orbiter Wing Leading Edge Metallic Hardware Integrity Springs connect spanner beams and prevent in plane motion Pins modeled with beam elements and MPCs 32

Orbiter Wing Leading Edge Metallic Hardware Integrity Typical results for evaluation of fitting impact loads and spanner Beam buckling RCC Panel T Seal Spar Attach Fitting 33

Orbiter Wing Leading Edge Metallic Hardware Integrity Updated Spar Left Wing Model BCs added Typical results for evaluation Spar buckling Subset of model used for transient analysis with refined mesh Correct spar fitting attach locations Corrugated spar panel updates Improved local definition Validate with spar panel tap test 34

Orbiter Wing Leading Edge Metallic Hardware Integrity Preliminary Results CURRENTLY IN PEER REVIEW No evidence of material degradation or applicable degradation mechanisms were found The margins of safety on ascent for all attach hardware components and the wing leading edge spar are adequate to accommodate the increases in stress due to a foam impact on T-seal #9 (rib splice #10) of 1500 ftlbs. The spanner beams and spar web are not predicted to buckle due to a foam impact on T-seal #9 (rib splice #10) of 1500 ft-lbs. 35

Orbiter Tile and RCC Impact Damage Assessment Tools Issue Since STS-107, the Shuttle Orbiter project has invested significant resources in the development of a suite of analytical tools to characterize damage due to debris impact and the resulting capability of the Thermal Protection System and primary structure to reenter with this damage The NESC has been tasked with providing independent peer review of these tools, and is reporting out results to Stafford-Covey as a part of their RTF review 36

Orbiter Tile and RCC Impact Damage Assessment Tools Scope The objectives of this review are to ensure sound methodologies have been applied in development of tools, limitations and assumptions have been properly identified and validated, and model performance has been sufficiently validated There are 4 major tools assigned to mechanical analysis for review: Rapid Response Foam on tile damage tool Rapid Response Ice on tile damage tool Bondline and tile stress tool Structural stress assessment tool 37

Orbiter Tile and RCC Impact Damage Assessment Tools Challenge: Provide a value added review of sophisticated analytical capability in a short time frame This suite of tools is intended to predict this Then rapidly (10 sites in 24 hours) determine whether thermal and structural margin remains to reenter the orbiter in this configuration 38

Orbiter Tile and RCC Impact Damage Assessment Tools 39

Orbiter Tile and RCC Impact Damage Assessment Tools Process Near Term Evaluation of tool datapacks which contain information on tool development and verification Participation in table top review and Q&A with model developers Provide official observer for mission simulation of onorbit damage analysis Provide feedback on legitimacy of model limitations, identify model shortcomings, potential improvements and recommendations for additional validation testing to improve analytical results Ultimately, concur or non-concur on readiness of tools to support STS-114 40

Orbiter Tile and RCC Impact Damage Assessment Tools Process Longer Term Provide funding to bring tools in-house to NASA for parametric sensitivity studies (~$450K) Develop capability to conduct damage assessment independent of program & prime contractor Identify areas which merit additional test validation or other improvements Assist in the development and incorporation of upgrades TEMPERATURE PROFILE ON SKIN UNDER THE DAMAGED TILE 330 320 310 300 290 280 270 260 250 240 230 0 2 4 6 8 10 12 14 16 18 20 22 0 2 4 6 8 10 12 14 320-330 310-320 300-310 290-300 280-290 270-280 260-270 250-260 240-250 230-240 41

Conclusion The NESC is a decentralized, technical organization, reporting directly to the agency chief engineer, whose goal is to provide value added, independent assessment Mechanical Analysis SPRT supports the NESC by providing expertise from the centers, and outside NASA, in the solution of complex structural analysis problems The NESC and the Mechanical SPRT, in particular, are heavily engaged in relevant return to flight issues The continued success of NASA, the NESC and the mechanical analysis SPRT is dependant upon the continued support of engineers like you Safety Starts with Engineering Excellence 42