Title of article
Reinforced masonry walls under blast loading
Author/Authors
Mayrhofer، نويسنده , , Chr.، نويسنده ,
Issue Information
ماهنامه با شماره پیاپی سال 2002
Pages
14
From page
1067
To page
1080
Abstract
Masonry walls change brittleness and gain ductility with reinforcement in the bed joint. The dynamic force enhancement increase by a factor of 4 in comparison to unreinforced brickwork. Reinforced masonry walls can be used for blast loading conditions. Experimental test results and design rules are described.
Keywords
Dynamic response , Arching effect , brittleness , Axial force , ductility , Load-deflection-curve , bending , Failure criterion , Brickwork , Shock tube , reinforcement , Ductility factor , Design rules , Pressure–impulse diagrams , Blast-loading
Journal title
International Journal of Mechanical Sciences
Serial Year
2002
Journal title
International Journal of Mechanical Sciences
Record number
1418472
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