ZHANG Xiao-peng, GE Fei, XING Huai-nian, JIN Li-qiang. Dynamicstressmeasurementofalargeexplosion-containmentvessel[J]. Explosion And Shock Waves, 2010, 30(1): 101-104. doi: 10.11883/1001-1455(2010)01-0101-04
Citation:
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ZHANG Xiao-peng, GE Fei, XING Huai-nian, JIN Li-qiang. Dynamicstressmeasurementofalargeexplosion-containmentvessel[J]. Explosion And Shock Waves, 2010, 30(1): 101-104. doi: 10.11883/1001-1455(2010)01-0101-04
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ZHANG Xiao-peng, GE Fei, XING Huai-nian, JIN Li-qiang. Dynamicstressmeasurementofalargeexplosion-containmentvessel[J]. Explosion And Shock Waves, 2010, 30(1): 101-104. doi: 10.11883/1001-1455(2010)01-0101-04
Citation:
|
ZHANG Xiao-peng, GE Fei, XING Huai-nian, JIN Li-qiang. Dynamicstressmeasurementofalargeexplosion-containmentvessel[J]. Explosion And Shock Waves, 2010, 30(1): 101-104. doi: 10.11883/1001-1455(2010)01-0101-04
|
Dynamicstressmeasurementofalargeexplosion-containmentvessel
More Information
- Corresponding author:
GE Fei
- Publish Date:
2010-01-25
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Abstract
Loadingexperimentswerecarriedoutinalargeexplosionchamberunderdifferentconditions,
andthestrainsandstressesatseveraltypicalpositionsweremeasuredbyanelectrictestmethod.
Theexperimentalresultsshowthat:(1)Thestresspeakforthefirsttimeisthehighestatthe
outersurfaceofthesphericalshellunderexplosionimpact,andthenthevibrationisbasicallydominatedinthestatesofalternatetensileandcompressivestresses,
whichfallbelow100MPaimmediately
justafter1~2cycles,sothevibrationfatigueofthesphericalshellcanbemarkedlyweakenedbythe
soilaccumulation;(2)Thestrengthofthemodelmeetsthedesignrequirements;(4)Theareashowingthemaximumstressconcentrationisnearbythedischargeport;(
4)Theshapefactoroftheexplosivechargehasagreatinfluencetothestructuresafety.
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References
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Proportional views
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