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
Arching effect , Brickwork , brittleness , Blast-loading , reinforcement , Pressure–impulse diagrams , Shock tube , Load-deflection-curve , Failure criterion , bending , ductility , Ductility factor , Axial force , Dynamic response , Design rules
Journal title
International Journal of Mechanical Sciences
Serial Year
2002
Journal title
International Journal of Mechanical Sciences
Record number
1421627
Link To Document