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CHEN Shi-hai, WEI Hai-xia, ZHANG An-kang, MAO Xiao-hui. Computationalmodelandsafetycriterionofblastingvibrationeffectbasedonwaveletpackettechniques[J]. Explosion And Shock Waves, 2010, 30(4): 377-382. doi: 10.11883/1001-1455(2010)04-0377-06
Citation: CHEN Shi-hai, WEI Hai-xia, ZHANG An-kang, MAO Xiao-hui. Computationalmodelandsafetycriterionofblastingvibrationeffectbased onwaveletpackettechniques[J]. Explosion And Shock Waves, 2010, 30(4): 377-382. doi: 10.11883/1001-1455(2010)04-0377-06

Computationalmodelandsafetycriterionofblastingvibrationeffectbased onwaveletpackettechniques

doi: 10.11883/1001-1455(2010)04-0377-06
Funds:

NationalNaturalScienceFoundationofChina(50778107)

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  • Corresponding author: CHEN Shi-hai
  • Publish Date: 2010-07-25
  • Complexmeasuredvelocitysignalsofblastingvibrationaretransformedintothesuperpositionofseveralsimpleharmonicwavesbythewaveletpac etdecompositionandreconstructiontechniques. Inthisway,theproblemofstructuraldynamicresponseundertheactionofblastingvelocity loadbecomestheproblemofthatunderaseriesofsimpleharmonicloads.Byintroducinganewconceptofvelocityfactorintothecomputationalmodelofblastingvibrationeffect, thecontributionof structuraltransientresponseisconsideredintostructuraldynamicresponse.Atthemeantime,normalizedenergyproportionisaddedtothecomputationalmodel, andonlydominantfrequenciesofrelativelylargeenergyproportionscanbeincludedwhenconsideringtheinfluenceofblastingloadfrequencies Then,onthebasisofthemodelabove,anewsafetycriterionofblastingvibrationeffectis putforward,whichcanreflecttherelationbetweenthestructuralvelocityresponsemagnitudeunder blastingloadstimulationandthefollowingparameters:structuralcharacteristics,amplitude,frequenciesincludingseveraldominantfrequencies, durationandenergyproportionofblastingload.In theend,bycombiningwithanactualengineeringcase,velocityresponseamplitudesarecalculatedby thecomputationalmodelputforwardinthispaperandthetemporalanalysismethod,respectively. Andthecomputationalresultsshowthatthiscomputationalmodelisfeasible.
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