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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 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)
Brittle failure of laterally loaded self-tapping screw connections for cross-laminated timber structures
Boris Azinović, José Manuel Cabrero, Henrik Danielsson, Tomaž Pazlar
Izvirni znanstveni članek
Oznake: križno lepljen les;spoji s paličastimi veznimi sredstvi;krhke porušitve;eksperimentalni preskusi;vijaki;odprti dostop;cross-laminated timber;dowel type fasteners;connections;brittle failure;experimental investigations;self tapping screws;open access;
The performance of structural timber connections is of utmost importance since they control the global response of the building. A ductile failure mechanism on the global scale is desirable, especially in the design of structures in seismic areas, where dissipative components in which ductile failur ...
Leto: 2022 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Št. zadetkov: 3
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