Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Cécile Grazide"'
Publikováno v:
Structures
Structures, 2022, 39, pp.1231-1248. ⟨10.1016/j.istruc.2022.03.055⟩
Structures, 2022, 39, pp.1231-1248. ⟨10.1016/j.istruc.2022.03.055⟩
International audience; The combination of timber elements and steel beams can be of high interest for mechanical performances including instabilities and fire protection. In this paper, experiments and numerical modelling are performed to analyse th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f51a37b3116d437dee117164c90cacdb
https://hal.science/hal-03922705
https://hal.science/hal-03922705
Publikováno v:
Construction and Building Materials
Construction and Building Materials, Elsevier, 2020, 234, pp.117716-. ⟨10.1016/j.conbuildmat.2019.117716⟩
Construction and Building Materials, Elsevier, 2020, 234, pp.117716-. ⟨10.1016/j.conbuildmat.2019.117716⟩
The combination of concrete and wood is well known in the rehabilitation of wood structures. In this paper, this association is used for reinforced concrete (RC) strengthening. Experiments were conducted to analyze the bending behavior of several com
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::001d0dff8458018b9552c6f69f9e8742
https://hal.archives-ouvertes.fr/hal-03488892
https://hal.archives-ouvertes.fr/hal-03488892
Publikováno v:
European Journal of Wood and Wood Products. 76:877-888
Finite element models (FEM) were used to simulate beam sections in bending with a knot. They aim at evaluating the mechanical behaviour of timber considering the effect of this singularity on resulting bending strength. By using linear elastic theory
Publikováno v:
Comptes Rendus Mécanique. 344(6):388-401
This study focuses on heat conduction in unidimensional lattices also known as microstructured rods. The lattice thermal properties can be representative of concentrated thermal interface phases in one-dimensional segmented rods. The exact solution o
Publikováno v:
Wood Science and Technology. 49:421-440
In this work, the effect of spatial location and geometrical characteristics of wood defects (only knots) on the failure load of timber structural elements is addressed. For a large set of timber structural elements (188 Maritime pine full size beams