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Statements

Subject Item
n2:RIV%2F68378297%3A_____%2F14%3A00434145%21RIV15-MK0-68378297
rdf:type
n4:Vysledek skos:Concept
dcterms:description
The Assessment and design of mechanical behavior of joints used in historical timber constructions such as churches, castles etc., is currently paid a big attention in the Czech Republic. The reasons are a) a high number of such structures in the area central Europe; b) missing information about how certain types of historical joints respond to mechanical loads and how to design them from structural point of view. During reconstructions of valuable timber structures there are requirements for very sensitive approach with respect to cultural value, specific environment conditions and preservation of most of original material. The way to fulfill these requirements is to replace damaged parts of beam members by insertion of a new wooden element with the use of traditional all-wooden joints for joining to original structure. Such approaches call for complex mechanical analysis of structure including joints. This article presents one of the numerical approaches that can be used for assessment of historical structures and all-wood joints used in historical structures – reduction analysis using finite element analysis. Using this approach a part of historical structure is analyzed as truss and the joint part is solved as 3D solid body. The FE model in ANSYS software assumes orthotropic material properties of wood (Norway spruce) and elastic behavior, the contact in joint is flexible-to-flexible and symmetric. Results of the FE analyses show the reduction technique efficiently determines global mechanical behavior of the roof structure of gothic St. James's Church in Brno, Czech Republic as well as detailed stress state of the joint reflecting boundary conditions from truss. The Assessment and design of mechanical behavior of joints used in historical timber constructions such as churches, castles etc., is currently paid a big attention in the Czech Republic. The reasons are a) a high number of such structures in the area central Europe; b) missing information about how certain types of historical joints respond to mechanical loads and how to design them from structural point of view. During reconstructions of valuable timber structures there are requirements for very sensitive approach with respect to cultural value, specific environment conditions and preservation of most of original material. The way to fulfill these requirements is to replace damaged parts of beam members by insertion of a new wooden element with the use of traditional all-wooden joints for joining to original structure. Such approaches call for complex mechanical analysis of structure including joints. This article presents one of the numerical approaches that can be used for assessment of historical structures and all-wood joints used in historical structures – reduction analysis using finite element analysis. Using this approach a part of historical structure is analyzed as truss and the joint part is solved as 3D solid body. The FE model in ANSYS software assumes orthotropic material properties of wood (Norway spruce) and elastic behavior, the contact in joint is flexible-to-flexible and symmetric. Results of the FE analyses show the reduction technique efficiently determines global mechanical behavior of the roof structure of gothic St. James's Church in Brno, Czech Republic as well as detailed stress state of the joint reflecting boundary conditions from truss.
dcterms:title
Finite-element analysis of a historical truss reconstructed with a traditional all-wooden joints Finite-element analysis of a historical truss reconstructed with a traditional all-wooden joints
skos:prefLabel
Finite-element analysis of a historical truss reconstructed with a traditional all-wooden joints Finite-element analysis of a historical truss reconstructed with a traditional all-wooden joints
skos:notation
RIV/68378297:_____/14:00434145!RIV15-MK0-68378297
n3:aktivita
n14:P
n3:aktivity
P(DF12P01OVV004)
n3:dodaniDat
n11:2015
n3:domaciTvurceVysledku
n7:3184285 n7:7584156
n3:druhVysledku
n12:O
n3:duvernostUdaju
n8:S
n3:entitaPredkladatele
n13:predkladatel
n3:idSjednocenehoVysledku
16905
n3:idVysledku
RIV/68378297:_____/14:00434145
n3:jazykVysledku
n9:eng
n3:klicovaSlova
wooden joint; sub-structural finite-element analysis; historical truss
n3:klicoveSlovo
n5:wooden%20joint n5:sub-structural%20finite-element%20analysis n5:historical%20truss
n3:kontrolniKodProRIV
[17BBD8102AA3]
n3:obor
n15:AL
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
6
n3:projekt
n16:DF12P01OVV004
n3:rokUplatneniVysledku
n11:2014
n3:tvurceVysledku
Sebera, V. Tippner, J. Navrátil, M. Kunecký, Jiří Kloiber, Michal Milch, J.