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    A Procedure for Verifying the Structural Integrity of an Existing Pressurized Wind Tunnel

    Source: Journal of Engineering Materials and Technology:;1974:;volume( 096 ):;issue: 004::page 283
    Author:
    J. T. Taylor
    ,
    P. E. Lewis
    ,
    J. W. Ramsey
    DOI: 10.1115/1.3443243
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper describes the application of material test, stress-fatigue-fracture mechanics analyses, nondestructive examinations and repairs to verify the structural integrity and the remaining cyclic life in a large pressurized wind tunnel (65,000 ft3 ) (1840 m3 ). The tunnel with pressures up to 135 psig (0.93 MPa) was constructed in 1940 and has been in service to the present date. The only record of a non-destructive examination conducted on the vessel prior to this evaluation was a hydrostatic test-pressure at 1 1/2 times the maximum working pressure. The material tests were performed on a sample of material (A-70 steel) cut from the tunnel shell. These tests included fracture toughness (R-curve, Kc) as determined from a compact tension specimen, crack growth rate (da/dn vs ΔK), Charpy V-notch, dynamic tear (from which the nil-ductility temperature was determined), and tensile and chemical tests. The results and applications are presented and discussed. Stress analyses include computer programs based on finite element and numerical integration techniques. Fatigue analyses incorporating a fatigue reduction or stress amplification factor to account for a small flaw existing in a weld are presented. Fracture mechanics analyses of the tunnel shell were performed for (1) the general membrane regions, (2) regions of high bending stress, and (3) areas at tunnel penetrations. The critical flaw sizes at each location are determined. The use of the “leak before break” criterion is discussed. The non-destructive examinations (radiograph, ultrasonic, sonic, and magnetic particle) to verify the assumptions of fatigue-fracture mechanics analyses and ASME Code applications are documented. Penetrations in the tunnel shell that were fatigue limited are shown “before” and “after” repair. The remaining cyclic life as obtained by the fatigue-fracture mechanics analyses and the operating envelope which resulted from these studies for metal temperature vs pressure was determined to be approximately 10 years.
    keyword(s): Wind tunnels , Tunnels , Fatigue , Fracture (Process) , Pressure , Shells , Temperature , Maintenance , Stress , Ductility , Stress analysis (Engineering) , Bending (Stress) , Finite element analysis , Metals , Steel , Tension , Hydrostatics , Fracture mechanics , Computer software , Fatigue analysis , Fracture toughness , Magnetic particles , Membranes , Vessels , Leak-before-break AND ASME Standards ,
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      A Procedure for Verifying the Structural Integrity of an Existing Pressurized Wind Tunnel

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/164792
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    • Journal of Engineering Materials and Technology

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    contributor authorJ. T. Taylor
    contributor authorP. E. Lewis
    contributor authorJ. W. Ramsey
    date accessioned2017-05-09T01:38:10Z
    date available2017-05-09T01:38:10Z
    date copyrightOctober, 1974
    date issued1974
    identifier issn0094-4289
    identifier otherJEMTA8-26838#283_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/164792
    description abstractThis paper describes the application of material test, stress-fatigue-fracture mechanics analyses, nondestructive examinations and repairs to verify the structural integrity and the remaining cyclic life in a large pressurized wind tunnel (65,000 ft3 ) (1840 m3 ). The tunnel with pressures up to 135 psig (0.93 MPa) was constructed in 1940 and has been in service to the present date. The only record of a non-destructive examination conducted on the vessel prior to this evaluation was a hydrostatic test-pressure at 1 1/2 times the maximum working pressure. The material tests were performed on a sample of material (A-70 steel) cut from the tunnel shell. These tests included fracture toughness (R-curve, Kc) as determined from a compact tension specimen, crack growth rate (da/dn vs ΔK), Charpy V-notch, dynamic tear (from which the nil-ductility temperature was determined), and tensile and chemical tests. The results and applications are presented and discussed. Stress analyses include computer programs based on finite element and numerical integration techniques. Fatigue analyses incorporating a fatigue reduction or stress amplification factor to account for a small flaw existing in a weld are presented. Fracture mechanics analyses of the tunnel shell were performed for (1) the general membrane regions, (2) regions of high bending stress, and (3) areas at tunnel penetrations. The critical flaw sizes at each location are determined. The use of the “leak before break” criterion is discussed. The non-destructive examinations (radiograph, ultrasonic, sonic, and magnetic particle) to verify the assumptions of fatigue-fracture mechanics analyses and ASME Code applications are documented. Penetrations in the tunnel shell that were fatigue limited are shown “before” and “after” repair. The remaining cyclic life as obtained by the fatigue-fracture mechanics analyses and the operating envelope which resulted from these studies for metal temperature vs pressure was determined to be approximately 10 years.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Procedure for Verifying the Structural Integrity of an Existing Pressurized Wind Tunnel
    typeJournal Paper
    journal volume96
    journal issue4
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.3443243
    journal fristpage283
    journal lastpage291
    identifier eissn1528-8889
    keywordsWind tunnels
    keywordsTunnels
    keywordsFatigue
    keywordsFracture (Process)
    keywordsPressure
    keywordsShells
    keywordsTemperature
    keywordsMaintenance
    keywordsStress
    keywordsDuctility
    keywordsStress analysis (Engineering)
    keywordsBending (Stress)
    keywordsFinite element analysis
    keywordsMetals
    keywordsSteel
    keywordsTension
    keywordsHydrostatics
    keywordsFracture mechanics
    keywordsComputer software
    keywordsFatigue analysis
    keywordsFracture toughness
    keywordsMagnetic particles
    keywordsMembranes
    keywordsVessels
    keywordsLeak-before-break AND ASME Standards
    treeJournal of Engineering Materials and Technology:;1974:;volume( 096 ):;issue: 004
    contenttypeFulltext
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