Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Jesper F. Jensen"'
Publikováno v:
Herfelt, M A, Poulsen, P N, Hoang, L C & Jensen, J F 2017, ' Lower bound plane stress element for modelling 3D structures ', Proceedings of the Institution of Civil Engineers-Engineering and Computational Mechanics, vol. 170, no. 3, pp. 107-117 . https://doi.org/10.1680/jencm.16.00026
In-plane action is often the primary load-carrying mechanism of reinforced concrete structures. The plate bending action will be secondary, and the behaviour of the structure can be modelled with a reasonable accuracy using a generalised three-dimens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0ddc4f32c04d4b51d6dacc1aa792c1d6
https://doi.org/10.1680/jencm.16.00026
https://doi.org/10.1680/jencm.16.00026
Publikováno v:
Herfelt, M A, Poulsen, P N, Hoang, L C & Jensen, J F 2017, ' Lower bound equilibrium element and submodel for shear joints in precast concrete structures ', Engineering Structures, vol. 135, pp. 1-9 . https://doi.org/10.1016/j.engstruct.2016.12.054
This paper is concerned with the shear capacity of keyed joints reinforced with overlapping U-bar loops in the transverse direction. The layout of the loop reinforcement affects the capacity and failure mode, and currently it is not accounted for by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::be1cfa50179ad52e1be48f20821e9cb2
https://doi.org/10.1016/j.engstruct.2016.12.054
https://doi.org/10.1016/j.engstruct.2016.12.054
Publikováno v:
Herfelt, M A, Poulsen, P N, Hoang, L C & Jensen, J F 2018, ' Lower bound multiscale element for in situ cast joints in triaxial stress ', Engineering Structures, vol. 167, pp. 340-350 . https://doi.org/10.1016/j.engstruct.2017.12.054
In practice, precast concrete structures are often being designed by manual methods and linear finite element analysis in the ultimate limit state. This practice leads to suboptimal structures, and the behaviour of the in situ cast joints are unaccou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eb007e85bb6c5adb4e239d967b2983b5
https://orbit.dtu.dk/en/publications/d8a842cb-d9d0-4660-9960-10ac32c66922
https://orbit.dtu.dk/en/publications/d8a842cb-d9d0-4660-9960-10ac32c66922
Publikováno v:
Herfelt, M A, Poulsen, P N, Hoang, L C & Jensen, J F 2016, ' Numerical limit analysis of keyed shear joints in concrete structures ', Structural Concrete, vol. 17, no. 3, pp. 481-490 . https://doi.org/10.1002/suco.201500161
This paper concerns the shear capacity of keyed joints, which are transversely reinforced with overlapping U-bar loops. It is known from experimental studies that the discontinuity of the transverse reinforcement affects the capacity as well as the f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bcbf1e8ce448447ab7858fc7f6003339
https://orbit.dtu.dk/en/publications/8b51f79f-3cce-42de-bfcd-ef0183e6eb83
https://orbit.dtu.dk/en/publications/8b51f79f-3cce-42de-bfcd-ef0183e6eb83