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Št. zadetkov: 3
Glued-in rods in cross laminated timber - numerical simulations and parametric studies
Boris Azinović, Henrik Danielsson, Erik Serrano, Miha Kramar
Izvirni znanstveni članek
Oznake: lepljene palice;križno lepljen les (CLT);natezni preizkus;sidrna dolžina palice;usmerjenost palice glede na vlakna;porušni mehanizmi v CLT;glued-in rods;cross laminated timber (CLT);;parametric study;nonlinear numerical modelling;glued-in length;rod diameter;rod orientation;
Numerical simulations and parametric studies of glued-in rods in cross-laminated timber have been performed. The simulations were based on 3D finite element analysis, using a cohesive surface model for the bond-lines between the laminations and the bond-line along the rod. The parametric studies inv ...
Leto: 2019 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Experimental investigation of the axial strength of glued-in rods in cross laminated timber
Boris Azinović, Erik Serrano, Miha Kramar, Tomaž Pazlar
Izvirni znanstveni članek
Oznake: lepljene palice;križno lepljen les (CLT);natezni preiskus;sidrna dolžina palice;usmerjenost palice glede na vlakna;porušni mehanizmi v CLT;glued-in rods;cross laminated timber (CLT);pull-pull experiment;glued-in length;rod-to-grain angle;failure mechanisms in CLT;
This paper presents results from an experimental assessment of glued-in rods in cross laminated timber (CLT). For the purposes of the study more than 60 pull-pull tests were performed, where the specimens varied in terms of bonded-in length (from 80 to 400 mm), rod diameter (16-24 mm) and rod-to-gra ...
Leto: 2018 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Experimental investigation of the shear force capacity of prismatic cross laminated timber beams
Henrik Danielsson, Tomaž Pazlar, Erik Serrano, Boris Azinović
Izvirni znanstveni članek
Oznake: krizno lepljen les;CLT;nosilec;strižni testi;strižna nosilnost;metode projektiranja;cross laminated timber;beam;shear testing;shear capacity;design methods;
Experimental tests of Cross Laminated Timber (CLT) under in-plane beam loading conditions are presented. The influence of the element layup, the individual lamination width, and the beam overhang at the supports on the shear force capacity was investigated. All the CLT beams had the same gross cross ...
Leto: 2024 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Št. zadetkov: 3
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