Evaluation of explosion loading effects on concrete infrastructures using ABAQUS software
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2015-01-23 https://doi.org/10.14419/ijet.v4i1.3947
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Reservoir Behavior, Blast Loading, Dynamic Analysis. -
Abstract
One of the most important facilities of a country is Fluid Reservoirs which should be secured against different damage of explosion. Reservoir structural failure after explosion not only could lead to economic losses, but also could cause water shortage and toxic leakage. In this paper a reservoir is modeled in ABAQUS software. The results for displacements and deformations, energy dissipation of various forms and principal stresses are illustrated.
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References
[1] Simon K. Clubley, Long duration blast loading of cylindrical shell structures with variable fill level, Thin-Walled Structures, Volume 85, December 2014, Pages 234–249.
[2] T.F. Henchie, S. Chung Kim Yuen, The response of circular plates to repeated uniform blast loads: An experimental and numerical study, International Journal of Impact Engineering, Volume 74, December 2014, Pages 36–45 http://dx.doi.org/10.1016/j.ijimpeng.2014.02.021.
[3] Wensu Chen, Hong Hao, Shuyang Chen, Numerical analysis of prestressed reinforced concrete beam subjected to blast loading, Materials & Design, Volume 65, January 2015, Pages 662–674 http://dx.doi.org/10.1016/j.matdes.2014.09.033.
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How to Cite
Rahimi, A. (2015). Evaluation of explosion loading effects on concrete infrastructures using ABAQUS software. International Journal of Engineering & Technology, 4(1), 161-168. https://doi.org/10.14419/ijet.v4i1.3947Received date: 2014-11-29
Accepted date: 2014-12-22
Published date: 2015-01-23