Title of article :
Ductile and brittle failure assessment of containment vessels subjected to internal blast loading
Author/Authors :
Li Ma، نويسنده , , Jian Xin، نويسنده , , Yang Hu، نويسنده , , Jinyang Zheng، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2013
Pages :
9
From page :
28
To page :
36
Abstract :
Several major international design methods of explosion containment vessels (ECVs) refer to the items of pressure vessel codes and standards, where the fracture mechanics analysis of pressurized components should be performed to prevent the occurrence of brittle fracture. However a ductile damage mode in the form of adiabatic shear band (ASB) is frequently found as a failure mode for the containment vessels subjected to internal blast loading. A rate-dependent failure criterion was proposed to account for ASB propagation, and a finite element analysis of a cylindrical containment vessel with different size of cracks is performed, where the overpressure caused by detonation was calculated and the propagation of cracks and the final fracture profile are obtained, which shows a good agreement with experimental result. The Failure assessments based on ASB mode and failure assessment diagram (FAD) method were conducted, respectively. It was found that the final fracture mode primarily depends upon the intensity of explosive load as well as loading rate in ASB mode. The assessment result based on FAD method resembles that of ASB at low or intermediate loading rate. However with increment of loading rate, the difference of assessment results based on two methods became obvious, the comparison indicates that for the structures under high strain-rate loading the ASB assessment provides better estimation of crack growth than FAD method does.
Keywords :
Blast loading , Explosion containment vessels , adiabatic shear band , Failure assessment
Journal title :
International Journal of Impact Engineering
Serial Year :
2013
Journal title :
International Journal of Impact Engineering
Record number :
1252364
Link To Document :
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