FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3166355200> ?p ?o ?g. }

• W3166355200 endingPage "112683" @default.
• W3166355200 startingPage "112683" @default.
• W3166355200 abstract "The computational prediction of the out-of-plane behaviour of unreinforced masonry walls is a challenge. However, computational numerical models may provide, if properly calibrated, a powerful tool to predict the behaviour of new retrofit techniques. This paper presents the Finite Element (FE) modelling of masonry walls retrofitted with oriented strand boards (OSB) aiming the prediction of its out-of-plane behaviour. Such retrofit measure has been proposed by the authors for brick masonry walls and its efficiency has been demonstrated through experimental studies on small-scale and larger-scale masonry specimens (out-of-plane monotonic tests). The data gathered in the experimental phase has been used here to calibrate the numerical FE-based models (i.e. non-retrofitted and retrofitted). For this purpose, a detailed micro-modelling strategy has been followed assuming a perfect bond between mortar joints and brick units. The so-called Concrete Damage Plasticity (CDP) model has been adopted to describe the constitutive relation of the masonry and the OSB timber panel. The connection between the masonry and the OSB panel has been modelled through elastic anchors. Numerical results show a good agreement with the experimental data, in terms of observed damage pattern and capacity curve (within 10% difference). The calibrated numerical model has been instrumental in developing a parametric analysis to study the effect of different OSB thicknesses, the side of the application of retrofit, and the spacing between connections through anchor rods. These revealed that the out-of-plane capacity of the system is directly proportional to the OSB thickness and that the spacing between steel connectors should be lower than 500 mm for an adequate response." @default.
• W3166355200 created "2021-06-22" @default.
• W3166355200 creator A5000648466 @default.
• W3166355200 creator A5028443181 @default.
• W3166355200 creator A5030817187 @default.
• W3166355200 creator A5089799471 @default.
• W3166355200 date "2021-09-01" @default.
• W3166355200 modified "2023-10-16" @default.
• W3166355200 title "Out-of-plane loaded masonry walls retrofitted with oriented strand boards: Numerical analysis and influencing parameters" @default.
• W3166355200 cites W1037126292 @default.
• W3166355200 cites W108354435 @default.
• W3166355200 cites W1806204695 @default.
• W3166355200 cites W1903025460 @default.
• W3166355200 cites W1971907082 @default.
• W3166355200 cites W2002389466 @default.
• W3166355200 cites W2008254143 @default.
• W3166355200 cites W2024411242 @default.
• W3166355200 cites W2033045114 @default.
• W3166355200 cites W2061389024 @default.
• W3166355200 cites W206756175 @default.
• W3166355200 cites W2069146224 @default.
• W3166355200 cites W2075739118 @default.
• W3166355200 cites W2080779949 @default.
• W3166355200 cites W2082150076 @default.
• W3166355200 cites W2091376096 @default.
• W3166355200 cites W2095317846 @default.
• W3166355200 cites W2105569057 @default.
• W3166355200 cites W2112421801 @default.
• W3166355200 cites W2143799580 @default.
• W3166355200 cites W2148706169 @default.
• W3166355200 cites W2312752889 @default.
• W3166355200 cites W2343981898 @default.
• W3166355200 cites W2519190320 @default.
• W3166355200 cites W2566934166 @default.
• W3166355200 cites W2570430892 @default.
• W3166355200 cites W2734280398 @default.
• W3166355200 cites W2736149833 @default.
• W3166355200 cites W2806824158 @default.
• W3166355200 cites W2888894774 @default.
• W3166355200 cites W2896858067 @default.
• W3166355200 cites W2905400411 @default.
• W3166355200 cites W2940131787 @default.
• W3166355200 cites W2996277194 @default.
• W3166355200 cites W3008541446 @default.
• W3166355200 doi "https://doi.org/10.1016/j.engstruct.2021.112683" @default.
• W3166355200 hasPublicationYear "2021" @default.
• W3166355200 type Work @default.
• W3166355200 sameAs 3166355200 @default.
• W3166355200 citedByCount "22" @default.
• W3166355200 countsByYear W31663552002021 @default.
• W3166355200 countsByYear W31663552002022 @default.
• W3166355200 countsByYear W31663552002023 @default.
• W3166355200 crossrefType "journal-article" @default.
• W3166355200 hasAuthorship W3166355200A5000648466 @default.
• W3166355200 hasAuthorship W3166355200A5028443181 @default.
• W3166355200 hasAuthorship W3166355200A5030817187 @default.
• W3166355200 hasAuthorship W3166355200A5089799471 @default.
• W3166355200 hasBestOaLocation W31663552002 @default.
• W3166355200 hasConcept C105795698 @default.
• W3166355200 hasConcept C117251300 @default.
• W3166355200 hasConcept C127413603 @default.
• W3166355200 hasConcept C135628077 @default.
• W3166355200 hasConcept C140651703 @default.
• W3166355200 hasConcept C152006893 @default.
• W3166355200 hasConcept C187320778 @default.
• W3166355200 hasConcept C33923547 @default.
• W3166355200 hasConcept C535899295 @default.
• W3166355200 hasConcept C64287253 @default.
• W3166355200 hasConcept C66938386 @default.
• W3166355200 hasConceptScore W3166355200C105795698 @default.
• W3166355200 hasConceptScore W3166355200C117251300 @default.
• W3166355200 hasConceptScore W3166355200C127413603 @default.
• W3166355200 hasConceptScore W3166355200C135628077 @default.
• W3166355200 hasConceptScore W3166355200C140651703 @default.
• W3166355200 hasConceptScore W3166355200C152006893 @default.
• W3166355200 hasConceptScore W3166355200C187320778 @default.
• W3166355200 hasConceptScore W3166355200C33923547 @default.
• W3166355200 hasConceptScore W3166355200C535899295 @default.
• W3166355200 hasConceptScore W3166355200C64287253 @default.
• W3166355200 hasConceptScore W3166355200C66938386 @default.
• W3166355200 hasFunder F4320320298 @default.
• W3166355200 hasLocation W31663552001 @default.
• W3166355200 hasLocation W31663552002 @default.
• W3166355200 hasOpenAccess W3166355200 @default.
• W3166355200 hasPrimaryLocation W31663552001 @default.
• W3166355200 hasRelatedWork W2144948433 @default.
• W3166355200 hasRelatedWork W2615619010 @default.
• W3166355200 hasRelatedWork W2740470896 @default.
• W3166355200 hasRelatedWork W2793556081 @default.
• W3166355200 hasRelatedWork W2911710966 @default.
• W3166355200 hasRelatedWork W3121246161 @default.
• W3166355200 hasRelatedWork W3132671054 @default.
• W3166355200 hasRelatedWork W4246665840 @default.
• W3166355200 hasRelatedWork W2464471861 @default.
• W3166355200 hasRelatedWork W2742969001 @default.
• W3166355200 hasVolume "243" @default.
• W3166355200 isParatext "false" @default.
• W3166355200 isRetracted "false" @default.

• next