Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Mathias Flansbjer"'
Publikováno v:
RILEM Technical Letters, Vol 5 (2020)
Recycled concrete aggregate (RCA) was processed from reinforced concrete edge beams sourced from a demolished bridge. This material replaced different ratios of coarse aggregate in a benchmark concrete. The tensile behavior of the developed concrete
Externí odkaz:
https://doaj.org/article/99bcc4ae5dab484e98026bd6d3d52f4c
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-17 (2018)
Abstract Within the EC funded project smart elements for sustainable building envelopes, carbon textile reinforcement was incorporated into reactive powder concrete, namely textile reinforced reactive powder concrete (TRRPC), to additionally improve
Externí odkaz:
https://doaj.org/article/660e55c94cd845a6b3b2cbd1910699e2
Publikováno v:
Applied Sciences, Vol 9, Iss 12, p 2456 (2019)
As a part of the SESBE (Smart Elements for Sustainable Building Envelopes) project, non-load bearing sandwich elements were developed with Textile Reinforced Reactive Powder Concrete (TRRPC) for outer and inner facings, Foam Concrete (FC) for the ins
Externí odkaz:
https://doaj.org/article/2c765e72a2354624b320950d02f75616
Autor:
Mathias Flansbjer, Urs Mueller, Dániel Honfi, Daniel Vennetti, Natalie Williams Portal, Lech Własak
Publikováno v:
Journal of Facade Design and Engineering, Vol 4, Iss 1-2 (2016)
To take structural aspects into consideration in the SESBE research project, focusing on the development of “smart” façade elements a systematic testing and modelling program has been developed for the verification of the structural performance
Externí odkaz:
https://doaj.org/article/ee257136caa54b0aa637927a3a1219c7
Publikováno v:
ce/papers. 4:251-261
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::764367d765ee8e7e1f8f4042d4bf778c
https://doi.org/10.1002/cepa.1636
https://doi.org/10.1002/cepa.1636
Publikováno v:
International Journal of Impact Engineering. 178:104597
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::266efe5a0d9baf361f66cb01b8b0e005
https://doi.org/10.1016/j.ijimpeng.2023.104597
https://doi.org/10.1016/j.ijimpeng.2023.104597
Publikováno v:
RUC. Repositorio da Universidade da Coruña
instname
RUC: Repositorio da Universidade da Coruña
Universidade da Coruña (UDC)
RILEM Technical Letters, Vol 5 (2020)
instname
RUC: Repositorio da Universidade da Coruña
Universidade da Coruña (UDC)
RILEM Technical Letters, Vol 5 (2020)
[Abstract] Recycled concrete aggregate (RCA) was processed from reinforced concrete edge beams sourced from a demolished bridge. This material replaced different ratios of coarse aggregate in a benchmark concrete. The tensile behavior of the develope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c705b8121f409498fa2e853dca577f2b
https://doi.org/10.21809/rilemtechlett.2020.121
https://doi.org/10.21809/rilemtechlett.2020.121
Autor:
Jan Erik Lindqvist, Mathias Flansbjer
Publikováno v:
Nordic Concrete Research. 59:13-29
This project focused on how the cracking process in concrete is influenced by both the micro and meso structures of concrete. The aim was to increase knowledge pertaining to the effect of critical parameters on the cracking process and how this is re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::978e54c982081f722dc564983f2320c3
https://doi.org/10.2478/ncr-2018-0012
https://doi.org/10.2478/ncr-2018-0012
Publikováno v:
Materials and Structures. 53
Reinforced concrete structures are often damaged by corrosion, which affects the interaction between reinforcement bars and concrete. Earlier studies mostly applied artificial corrosion to test the bond between deformed bars and concrete. However, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c910922e6b14050b23e388915fa6ee52
https://doi.org/10.1617/s11527-020-01471-2
https://doi.org/10.1617/s11527-020-01471-2
An Approach to Compensate for the Influence of the System Normal Stiffness in CNS Direct Shear Tests
Autor:
Mathias Flansbjer, Jörgen Larsson
Applying accurate normal load to a specimen in direct shear tests under constant normal stiffness (CNS) is of importance for the quality of the resulting data, which in turn influences the conclusions. However, deficiencies in the test system give ri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b06090d78c0f969b812b004084101ad
http://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-44085
http://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-44085
