Matches in SemOpenAlex for { <https://semopenalex.org/work/W2005641922> ?p ?o ?g. }
Showing items 1 to 98 of
98
with 100 items per page.
- W2005641922 endingPage "46" @default.
- W2005641922 startingPage "37" @default.
- W2005641922 abstract "Failure of masonry panels under in-plane loading can be attributed to three simple modes: slipping of mortar joints, cracking of clay bricks and splitting of mortar joints, and middle plane spalling. In this paper a suitable strength criterion is connected to each collapse mode. In more detail, a frictional law is associated with the slipping, which accounts for the shear strength depending nonlinearly on normal stress (modified Mohr-Coulomb criterion of intrinsic curve). Splitting can be expected by the maximum tensile strain criterion (Saint Venant), orthotropic nonsymmetric elasticity being assumed for the material. Eventually panels exhibit spalling when the maximum compressive stress (Navier criterion) is attained under biaxial loading. Strength parameters are then identified on the basis of experimental results and a comparison with the reliable criteria found in the literature is carried out. The validity of the proposed failure criteria to predict the experimental failure modes in a nondimensional stress space, normalized with respect to the normal stress, has been tested in a qualitative manner for the three fundamental failure modes. A quantitative comparison between experimental and analytical results has been carried out for the cases where significant scatters are concerned. The proposed failure criteria seem to be in good agreement with experimental results, within the limits of: small-size panels, single withes, solid units, regular mortar joints, and in-plane loads. Further, these criteria can be used together with a suitable two-dimensional finite-element model, and then directly used to carry out the limit analysis of masonry walls, modeled by a discrete number of panels of finite size. The potential application of the proposed criteria to actual cases is also illustrated. In fact, a specific example is worked out to show how to apply these criteria to predict the failure load and failure mode of a particular masonry panel." @default.
- W2005641922 created "2016-06-24" @default.
- W2005641922 creator A5084531750 @default.
- W2005641922 date "1996-01-01" @default.
- W2005641922 modified "2023-10-10" @default.
- W2005641922 title "Failure Criteria for Masonry Panels under In-Plane Loading" @default.
- W2005641922 cites W1977608468 @default.
- W2005641922 cites W2000472224 @default.
- W2005641922 cites W2010322166 @default.
- W2005641922 cites W2068558089 @default.
- W2005641922 cites W2080476502 @default.
- W2005641922 cites W2093101172 @default.
- W2005641922 cites W2229939399 @default.
- W2005641922 cites W2278821900 @default.
- W2005641922 cites W2283950572 @default.
- W2005641922 cites W4237446715 @default.
- W2005641922 cites W4251584529 @default.
- W2005641922 doi "https://doi.org/10.1061/(asce)0733-9445(1996)122:1(37)" @default.
- W2005641922 hasPublicationYear "1996" @default.
- W2005641922 type Work @default.
- W2005641922 sameAs 2005641922 @default.
- W2005641922 citedByCount "66" @default.
- W2005641922 countsByYear W20056419222012 @default.
- W2005641922 countsByYear W20056419222013 @default.
- W2005641922 countsByYear W20056419222014 @default.
- W2005641922 countsByYear W20056419222015 @default.
- W2005641922 countsByYear W20056419222017 @default.
- W2005641922 countsByYear W20056419222018 @default.
- W2005641922 countsByYear W20056419222019 @default.
- W2005641922 countsByYear W20056419222020 @default.
- W2005641922 countsByYear W20056419222021 @default.
- W2005641922 countsByYear W20056419222022 @default.
- W2005641922 countsByYear W20056419222023 @default.
- W2005641922 crossrefType "journal-article" @default.
- W2005641922 hasAuthorship W2005641922A5084531750 @default.
- W2005641922 hasConcept C112950240 @default.
- W2005641922 hasConcept C127413603 @default.
- W2005641922 hasConcept C130767629 @default.
- W2005641922 hasConcept C131336679 @default.
- W2005641922 hasConcept C135628077 @default.
- W2005641922 hasConcept C136257953 @default.
- W2005641922 hasConcept C138885662 @default.
- W2005641922 hasConcept C159985019 @default.
- W2005641922 hasConcept C187320778 @default.
- W2005641922 hasConcept C192562407 @default.
- W2005641922 hasConcept C202973686 @default.
- W2005641922 hasConcept C21036866 @default.
- W2005641922 hasConcept C2777045574 @default.
- W2005641922 hasConcept C2781314585 @default.
- W2005641922 hasConcept C29320194 @default.
- W2005641922 hasConcept C41895202 @default.
- W2005641922 hasConcept C535899295 @default.
- W2005641922 hasConcept C58396970 @default.
- W2005641922 hasConcept C64355373 @default.
- W2005641922 hasConcept C66283442 @default.
- W2005641922 hasConcept C66938386 @default.
- W2005641922 hasConceptScore W2005641922C112950240 @default.
- W2005641922 hasConceptScore W2005641922C127413603 @default.
- W2005641922 hasConceptScore W2005641922C130767629 @default.
- W2005641922 hasConceptScore W2005641922C131336679 @default.
- W2005641922 hasConceptScore W2005641922C135628077 @default.
- W2005641922 hasConceptScore W2005641922C136257953 @default.
- W2005641922 hasConceptScore W2005641922C138885662 @default.
- W2005641922 hasConceptScore W2005641922C159985019 @default.
- W2005641922 hasConceptScore W2005641922C187320778 @default.
- W2005641922 hasConceptScore W2005641922C192562407 @default.
- W2005641922 hasConceptScore W2005641922C202973686 @default.
- W2005641922 hasConceptScore W2005641922C21036866 @default.
- W2005641922 hasConceptScore W2005641922C2777045574 @default.
- W2005641922 hasConceptScore W2005641922C2781314585 @default.
- W2005641922 hasConceptScore W2005641922C29320194 @default.
- W2005641922 hasConceptScore W2005641922C41895202 @default.
- W2005641922 hasConceptScore W2005641922C535899295 @default.
- W2005641922 hasConceptScore W2005641922C58396970 @default.
- W2005641922 hasConceptScore W2005641922C64355373 @default.
- W2005641922 hasConceptScore W2005641922C66283442 @default.
- W2005641922 hasConceptScore W2005641922C66938386 @default.
- W2005641922 hasIssue "1" @default.
- W2005641922 hasLocation W20056419221 @default.
- W2005641922 hasOpenAccess W2005641922 @default.
- W2005641922 hasPrimaryLocation W20056419221 @default.
- W2005641922 hasRelatedWork W1145072317 @default.
- W2005641922 hasRelatedWork W2071746550 @default.
- W2005641922 hasRelatedWork W2086453271 @default.
- W2005641922 hasRelatedWork W2144485398 @default.
- W2005641922 hasRelatedWork W2156915739 @default.
- W2005641922 hasRelatedWork W2325889322 @default.
- W2005641922 hasRelatedWork W2390415107 @default.
- W2005641922 hasRelatedWork W3147410424 @default.
- W2005641922 hasRelatedWork W782362374 @default.
- W2005641922 hasRelatedWork W1980187070 @default.
- W2005641922 hasVolume "122" @default.
- W2005641922 isParatext "false" @default.
- W2005641922 isRetracted "false" @default.
- W2005641922 magId "2005641922" @default.
- W2005641922 workType "article" @default.