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Statements

Subject Item
n2:RIV%2F67985840%3A_____%2F12%3A00374067%21RIV12-AV0-67985840
rdf:type
n15:Vysledek skos:Concept
dcterms:description
We consider planar straight and curved masonry beams with the constitutive equation from Orlandi (Ph.D. thesis, 1999) and Zani (Eur. J. Mech. A, Solids 23:467-484, 2004). After stating some results about the solution to the boundary value problem, the limit analysis for this kind of bodies is outlined, based on energetic considerations (Lucchesi et al. in Q. Appl. Math. 68:713-746, 2010). The static and kinematic theorems of limit analysis, which usually are justified in a heuristic way (Heyman in The Masonry Arch, 1982; Kooharian in Proc. - Am. Concr. Inst. 89:317-328, 1953), are examined from this point of view. It is seen that the kinematic theorem does not always hold but can be proved under some hypotheses that are frequently met in applications. We consider planar straight and curved masonry beams with the constitutive equation from Orlandi (Ph.D. thesis, 1999) and Zani (Eur. J. Mech. A, Solids 23:467-484, 2004). After stating some results about the solution to the boundary value problem, the limit analysis for this kind of bodies is outlined, based on energetic considerations (Lucchesi et al. in Q. Appl. Math. 68:713-746, 2010). The static and kinematic theorems of limit analysis, which usually are justified in a heuristic way (Heyman in The Masonry Arch, 1982; Kooharian in Proc. - Am. Concr. Inst. 89:317-328, 1953), are examined from this point of view. It is seen that the kinematic theorem does not always hold but can be proved under some hypotheses that are frequently met in applications.
dcterms:title
Equilibrium problems and limit analysis of masonry beams Equilibrium problems and limit analysis of masonry beams
skos:prefLabel
Equilibrium problems and limit analysis of masonry beams Equilibrium problems and limit analysis of masonry beams
skos:notation
RIV/67985840:_____/12:00374067!RIV12-AV0-67985840
n15:predkladatel
n16:ico%3A67985840
n3:aktivita
n18:Z
n3:aktivity
Z(AV0Z10190503)
n3:cisloPeriodika
2
n3:dodaniDat
n12:2012
n3:domaciTvurceVysledku
n9:2624141
n3:druhVysledku
n4:J
n3:duvernostUdaju
n17:S
n3:entitaPredkladatele
n19:predkladatel
n3:idSjednocenehoVysledku
134641
n3:idVysledku
RIV/67985840:_____/12:00374067
n3:jazykVysledku
n10:eng
n3:klicovaSlova
beams; arches; collapse
n3:klicoveSlovo
n13:collapse n13:beams n13:arches
n3:kodStatuVydavatele
NL - Nizozemsko
n3:kontrolniKodProRIV
[A27C2CE158E4]
n3:nazevZdroje
Journal of Elasticity
n3:obor
n14:BA
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n12:2012
n3:svazekPeriodika
106
n3:tvurceVysledku
Lucchesi, M. Zani, N. Šilhavý, Miroslav
n3:wos
000297788200005
n3:zamer
n8:AV0Z10190503
s:issn
0374-3535
s:numberOfPages
24
n11:doi
10.1007/s10659-011-9318-5