Structural Analysis of GFRP Truss Bridge Model

Autor: Bačinskas, Darius, Rimkus, Arvydas, Rumšys, Deividas, Meškėnas, Adas, Bielinis, Simas, Sokolov, Aleksandr, Merkevičius, Tomas

Publikováno v: In Procedia Engineering 2017 172:68-74

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Determining The Residual Strength Of SFRC Flexural Members

Autor: Meškėnas, Adas, Rimkus, Arvydas

Publikováno v: Mokslas: Lietuvos Ateitis, Vol 5, Iss 5, Pp 487-491 (2013)
Mokslas – Lietuvos ateitis / Science – Future of Lithuania; Vol 5 No 5 (2013): Civil and transport engineering, aviation technologies / Statyba, transportas, aviacinės technologijos; 487-491

The application of steel fibre reinforced concrete (SFRC) isconstantly increasing. However, due to the absence of universallyaccepted guidelines for SFRC, the application fields of this materialare still limited. Post-cracking load carrying capacity

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::e361e32b31e5cd74d856b3003803554a
http://www.mla.vgtu.lt/index.php/mla/article/view/567

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Cracking and strain analysis of beams reinforced with composite bars

Autor: Timinskas, Edgaras, Jakubovskis, Ronaldas, Meškėnas, Adas, Gudonis, Eugenijus

Publikováno v: Mokslas – Lietuvos ateitis / Science – Future of Lithuania; Vol 4 No 4 (2012): Civil and transport engineering, aviation technologies / Statyba, transportas, aviacinės technologijos; 346-350

The paper discusses the results of experimental and numerical modelling using two beams reinforced with GFRP bars. One beam was made of plain concrete while the other contained short steel fibres. The influence of steel fibres on deflection and crack

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=vilniusgedim::4e78ec41b5688df965fdb6025ac6fec3
http://journals.vgtu.lt/index.php/MLA/article/view/4571