000003515 001__ 3515
000003515 005__ 20141118153357.0
000003515 04107 $$acze
000003515 046__ $$k2006-05-15
000003515 100__ $$aMakovička, D.
000003515 24500 $$aLimit response of masonry plate structure under explosion effect

000003515 24630 $$n12.$$pENGINEERING MECHANICS 2006
000003515 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, v.v.i., Prague
000003515 506__ $$arestricted
000003515 520__ $$2eng$$aThe paper is based on the variant dynamic response analysis of a masonry wall structure loaded by the shock pressure waves produced by the explosion of a methane-air mixture on the rear side of the masonry partition. The theoretical analysis is compared with the results of experimental verification. The manner of dynamic response is discussed, both the origin of the first cracks in the structure and the collapse of the whole structure in dependence on the load overpressure time function, tensile stresses in the joints and on the deflections of the structure. Finally, the paper derives the principles of the failure of the masonry structure also for the relatively long duration of the explosion.

000003515 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003515 653__ $$a

000003515 7112_ $$aENGINEERING MECHANICS 2006$$cSvratka (CZ)$$d2006-05-15 / 2006-05-18$$gEM2006
000003515 720__ $$aMakovička, D.$$iMakovička, D.
000003515 8560_ $$ffischerc@itam.cas.cz
000003515 8564_ $$s676795$$uhttps://invenio.itam.cas.cz/record/3515/files/Makovicka-242-PT.pdf$$y
             Original version of the author's contribution as presented on CD, , paper No. 242.
            
000003515 962__ $$r3410
000003515 980__ $$aPAPER