CLC number: TU312
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 0000-00-00
Cited: 13
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Jun-xiang XU, Xi-la LIU. Analysis of structural response under blast loads using the coupled SPH-FEM approach[J]. Journal of Zhejiang University Science A, 2008, 9(9): 1184-1192.
@article{title="Analysis of structural response under blast loads using the coupled SPH-FEM approach",
author="Jun-xiang XU, Xi-la LIU",
journal="Journal of Zhejiang University Science A",
volume="9",
number="9",
pages="1184-1192",
year="2008",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A0720080"
}
%0 Journal Article
%T Analysis of structural response under blast loads using the coupled SPH-FEM approach
%A Jun-xiang XU
%A Xi-la LIU
%J Journal of Zhejiang University SCIENCE A
%V 9
%N 9
%P 1184-1192
%@ 1673-565X
%D 2008
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A0720080
TY - JOUR
T1 - Analysis of structural response under blast loads using the coupled SPH-FEM approach
A1 - Jun-xiang XU
A1 - Xi-la LIU
J0 - Journal of Zhejiang University Science A
VL - 9
IS - 9
SP - 1184
EP - 1192
%@ 1673-565X
Y1 - 2008
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A0720080
Abstract: A numerical model using the coupled smoothed particle hydrodynamics-finite element method (SPH-FEM) approach is presented for analysis of structures under blast loads. The analyses on two numerical cases, one for free field explosive and the other for structural response under blast loads, are performed to model the whole processes from the propagation of the pressure wave to the response of structures. Based on the simulation, it is concluded that this model can be used for reasonably accurate explosive analysis of structures. The resulting information would be valuable for protecting structures under blast loads.
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