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Realistic models of the forms of deformation and collapse in concrete road bridges caused by blast load

نماذج واقعية لأشكال التشوهات و الانهيارات في الجسور البيتونية الطرقية الناجمة عن أحمال الانفجارات

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 Publication date 2016
and research's language is العربية
 Created by Shamra Editor




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Blast load caused emptying a large amount of energy very quickly parts of the second causing a significant increase of pressure, in addition to generating high temperatures because of the high speed often ends local effects of the explosion before the bridge begins to respond, which causing major damage in the bridge. Most of bridge design codes didn’t take in account during design the blast load, as well there are no codes inspection on bridges the blast load. The research aims to study and to facilitate the understanding of damages caused by explosion load on elements of road bridges through the facts of explosion and photographs the cases of damages occurring practical and realistic, and also through some computer models.It has been in the research review the impact of the blast load on the slab bridges. The distinction between the case of the impact of the blast load at top and bottom of slab bridge. So the case of the bombing at the top slab bridge leading to increase the binding moments and shear forces, in against the case of blasting at the bottom of slab bridges leads to act opposite load for design loads. Also studied blast load on bridge beams and illustrated resulting addional cross sections. Also explained the effect of blast load on bridge piers and abutments, and the forms of caused damages.

References used
BANGASH, M.Y.H., BANGASH, T. : Explosion Resistant Buildings.- Springer Verlag Berlin Heidelberg, ISBN 10 3-540-20618-3,PP.784, 2006
VARGHASE, BINOL., AJITH, M S.: Blast Load Generation Methods on Bridges .- In: International Journal of Structural and Civil Engineering Research, Volume 3, No. 3, PP 36-47, 2014
A.K.M. ANWARUL ISLAM : Performance of AASHTO Girder BridgesunderBlast Loading.- Dissertation atFAMU-FSU COLLEGE OF ENGINEERING, Florida State University,PP 178, 2005
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