Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Jakob Fisker"'
Publikováno v:
Journal of Experimental Orthopaedics, Vol 9, Iss 1, Pp n/a-n/a (2022)
Abstract Purpose Blood flow restriction – low load strength training (BFR‐LLST) is theoretically superior to traditional heavy strength training when rehabilitating patients who cannot heavily load tissues following surgery. The main purpose of t
Externí odkaz:
https://doaj.org/article/1d133e0c4cbf481f8f8784c5e3a3816a
Publikováno v:
Modern Building Materials, Structures and Techniques (MBMST).
Bended or curved reinforcement bars are often met in assessment of existing reinforced concrete structures and are used in design of nodal regions such as frame corners. Although being present in many tested reinforced concrete structures, only littl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::385d63ddb5fd1506767190c5dd9af1a6
https://doi.org/10.3846/mbmst.2019.157
https://doi.org/10.3846/mbmst.2019.157
Publikováno v:
Modern Building Materials, Structures and Techniques (MBMST).
Design of slabs without shear reinforcement is, in practice, based mainly on empirical codified methods, derived on the basis of a large number of tests. However, the vast majority of these tests involves simply supported beams, with substantial amou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a871b815ffef9e2f06e9a5a0b283e21a
https://doi.org/10.3846/mbmst.2019.154
https://doi.org/10.3846/mbmst.2019.154
Publikováno v:
Rasmussen, A B, Fisker, J & Hagsten, L G 2017, ' Cracking in Flexural Reinforced Concrete Members ', Procedia Engineering, vol. 172, pp. 922-929 . https://doi.org/10.1016/j.proeng.2017.02.102
The system of cracks developing in reinforced concrete is in many aspects essential when modelling structures in both serviceability- and ultimate limit state. This paper discusses the behavior concerning crack development in flexural members observe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3902d79cb10dc08a7db1afe8a1ff8830
Publikováno v:
Procedia Engineering. 172:338-346
The aim of this paper is to set up a method to determine the strain capacity of tension bars of reinforced concrete (RC) subjected to pure tension. Due to the interaction between reinforcement and concrete and due to the presence of cracks, the stres
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::47c00759f32f0b1394a86737b09171ef
Autor:
Jakob Fisker, Lars German Hagsten
Publikováno v:
Fisker, J & Hagsten, L G 2016, ' Mechanical Model for the Shear Capacity of R/C Beams without Stirrups: a Proposal Based on Limit Analysis ', Engineering Structures, vol. 115, pp. 220–231 . https://doi.org/10.1016/j.engstruct.2016.02.035
In this paper a rational model for the shear capacity of beams without shear reinforcement is presented, relating to the basic case of a straight beam subjected to combined shear and bending. The model is established using the upper bound principle d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c9f96900df00114f9883bd383e5ea98c
https://doi.org/10.1016/j.engstruct.2016.02.035
https://doi.org/10.1016/j.engstruct.2016.02.035
Autor:
Lars German Hagsten, Jakob Fisker
Publikováno v:
fib Bulletin 85. Towards a rational understanding of shear in beams and slabs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b3b7612c0500dedb654756f81318ebd
https://doi.org/10.35789/fib.bull.0085.ch04
https://doi.org/10.35789/fib.bull.0085.ch04
Autor:
Jakob Fisker, Ears German Hagsten
Publikováno v:
IABSE Conference, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures.
In this paper, a method concerning analysis of reinforced concrete structures in the serviceability limit state (SLS) is discussed. The method is based on elastic energy principles, combined with simple assumptions with respect to concrete mechanics.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f603f2f1d7fcd0e5e2d70713baef283
https://doi.org/10.2749/222137813806479098
https://doi.org/10.2749/222137813806479098