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Št. zadetkov: 5
Modelling of flexible adhesives in simple mechanical states with the use of the Darijani-Naghdabadi strain tensors and Kirchhoff-de Saint-Venant elastic potential
Paweł Szeptyński, Matija Gams, Arkadiusz Kwiecień
Izvirni znanstveni članek
Oznake: posplošene mere deformacij;nelinearna elastičnost;podajna lepila;generalized measures of strain;nonlinear elasticity;flexible adhesives;
Practical aspects of modelling of flexible adhesives with the energy conjugate measures of stress and strain of the Darijani Naghdabadi (D-N) family are discussed. A possibility of description of materials exhibiting non-linear physical characteristics with the use of non-linear geometric relationsh ...
Leto: 2021 Vir: Fakulteta za gradbeništvo in geodezijo (UL FGG)
Modelling of deformable polymer to be used for joints between infill masonry walls and R. C. frames
Matija Gams, Arkadiusz Kwiecień, Jože Korelc, Theodoros Rousakis, Alberto Viskovic
Objavljeni znanstveni prispevek na konferenci
Oznake: zidna polnila;stik z podajnim polimerom;viskoznost;modeliranje;masonry infills;deformable polymer joint;viscosity;modelling;
In the paper an idea to use a deformable polymer material for the joint between R.C. frames and masonry infills is presented. As an early step of testing the idea, experimental tests of the polymer in monotonic uniaxial tension at different load rates are performed and analyzed. The load rates range ...
Leto: 2017 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Mechanical performance of timber connections made of thick flexible polyurethane adhesives
Jaka Gašper Pečnik, Igor Gavrić, Václav Sebera, Meta Kržan, Arkadiusz Kwiecień, BogusŁaw Zając, Boris Azinović
Izvirni znanstveni članek
Oznake: podajno lepilo;spoj lesenih elementov;poliuretan;strižni preskus;ciklično obremenjevanje;disipacija energije;odprti dostop;flexible adhesive;timber connection;polyurethane;double lap-shear;cyclic loading;energy dissipation;open access;
This study investigates timber connections with flexible polyurethane adhesives, which prove to have the po-tential for timber-adhesive composite structures without mechanical connections for seismic regions. Results of conducted cyclic double lap-shear adhesive timber joints tests were compared wit ...
Leto: 2021 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Efficiency of FRPU strengthening of a damaged masonry infill wall under in-plane cyclic shear loading and elevated temperatures
Petra Triller, Konrad Kwiecień, Arkadiusz Kwiecień, Uroš Bohinc, BogusŁaw Zając, Marcin Tekieli, Magdalena Szumera, Theodoros Rousakis, Vachan Vanian, Ahmet Tugrul Akyildiz, Alberto Viskovic
Izvirni znanstveni članek
Oznake: zidani bloki;poškodovano polnilo;FRP kompoziti;zunanja kompozitna ojačitev;strig v lastni ravnini;termični testi;optični sistem za merjenje deformacij;masonry blocks;damaged infill;fiber Reinforced PolyUrethane;external composite strengthening;in-plane shear;thermal tests;DIC measurements;
This paper presents results of in-plane shear tests carried out at the ZAG laboratory in Ljubljana (Slovenia) on a RC frame with masonry infill made of clay blocks (KEBE OrthoBlock). The frame was loaded with constant vertical loads at the top of the columns and then by gradually increasing horizont ...
Leto: 2024 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Deformable polyurethane joints and fibre grids for resilient seismic performance of reinforced concrete frames with orthoblock brick infills
Theodoros Rousakis, Alper Ilki, Arkadiusz Kwiecień, Alberto Viskovic, Matija Gams, Petra Triller, Bahman Ghiassi, Andrea Benedetti, Zoran Rakicevic, Camilla Colla, Omer Faruk Halici, BogusŁaw Zając, Łukasz Hojdys, Piotr Krajewski, Fabio Rizzo, Vachan Vanian, Anastasios Sapalidis, Efthimia Papadouli, Aleksandra Bogdanovic
Izvirni znanstveni članek
Oznake: poliuretan;fleksibilni stik;armiranobetonski steber;opečno polnilo;potresna miza;odpornost;polyurethane;flexible joint;RC column;brick infill;shake table;resilience;
The behaviour of reinforced concrete frames with masonry wall infills is influenced a lot by the stiffness and strength difference between the frame and the infill, causing early detrimental damage to the infill or to the critical concrete columns. The paper reports the results from shake table seis ...
Leto: 2020 Vir: Zavod za gradbeništvo Slovenije (ZAG)
Št. zadetkov: 5
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