Evaluation of Ten Thousand Cubic Meters Mazut Tank Behavior Against Explosive Charges
American Journal of Civil Engineering
Volume 3, Issue 2-2, March 2015, Pages: 80-85
Received: Nov. 13, 2015;
Accepted: Nov. 16, 2015;
Published: Dec. 17, 2015
Views 3676 Downloads 64
Saeid Azmoodeh, Department of Civil Engineering, University of Tafresh, Tafresh, Iran
Nasser Arafati, Department of Civil Engineering, University of Tafresh, Tafresh, Iran
Follow on us
Considering the terrorist threats and blasts, which may occur to destroy a structure, the effect of explosive on a 10 thousand cubic meter Mazut tank of Mashhad Cement Company is studied. This article studies the behavior of 10 thousand cubic meter tank of storing Mazut with the help of ABQUS3D software. The explosive considered is TNT, which is studied in distances of 15, 25, 50, 100, 200 meters to the structure and with various thicknesses of the tank wall. Finally, the results indicate that by the increase of the wall thickness, the blast effect will mitigate. Also due to the surface wave generated, by the reduction of the blast distance to the structure, the effectiveness of the blast wave will be greater and ultimately, in a distance less than 15 meters, the tank will collapse.
Tank, Explosive Loading, ABAQUS Software, Performance Evaluation
To cite this article
Evaluation of Ten Thousand Cubic Meters Mazut Tank Behavior Against Explosive Charges, American Journal of Civil Engineering. Special Issue: Research and Practices of Civil Engineering in Developing Countries.
Vol. 3, No. 2-2,
2015, pp. 80-85.
The most comprehensive reference book used Abaqus. Sohail Srvshnya and Nima Paradise. .pp, 124-150.
E. Mohtashami, Sinai, Sinai, Ahmed Shoshtari. "The assessment of the behavior of steel frames against explosion charges" Fifth National Congress of Civil Engineering, University of .p, 45, 58, 67.
Mahmoud Imam, Ahmad Shoshtari. "Blast effects on reinforced concrete buildings earthquake resistant," the Sixth National Congress of Civil Engineering. Semnan University in .p34, 86,111.
National Building Regulations, "Section 21: Civil Defense".pp3-6.
Bing, L., Tso Chien, P. and Anan., N.,”A case study of the effect of cladding panels on the response of reinforced concrete frames subjected to distant blast loading”. Elsevier, Singapore. pp, 130-142.
Hesamoddin forearm Yousefi, Shariatmadari. "Check flexible filler walls and reinforced concrete structures under load in response to lateral stiffness remote detonation" thesis, Ferdowsi University. .p, 75,120.
Kinney, G.F. and Graham, K.J. , Explosive Shocks in Air, Springer-Verlag, New York, 2nd edn.
M.Y.H. Bangash “Shock, Impact and Explosion” Structural Analysis and Design.  page 430.
Donald O. Dusenberry “Handbook for Blast Resistant Design of Buildings”  page176.
A. Remennikov. “The state of the art of explosive loads characterisation” .p12.
Emily L. Guzas. and Christopher J. Earls “Air blast load generation for simulating structural response”.pp433-437.