Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Claudia Thurnherr"'
Publikováno v:
e-Journal of Nondestructive Testing, Vol 28, Iss 9 (2023)
L’automatisation, même partielle, des procédures de contrôle non-destructif des structures dans le domaine du génie civil présente de nombreux avantages. Parmi ses avantages, on peut citer une plus grande répétabilité des mesures, une dimin
Externí odkaz:
https://doaj.org/article/bb98866d2bfb413d8253d1a74e7a7031
Autor:
Lukas Ruppen, Carlo M. Franceschi, Gerald Kress, Claudia Thurnherr, Paolo Ermanni, Simon Brändli
Publikováno v:
Composite Structures. 160:457-467
This paper presents a detailed investigation about the geometric non-linear stiffness behavior of corrugated laminates in six different load cases. The considered tensile, bending, and shear load cases allow the modeling with a unit-cell approach ass
Publikováno v:
Composite Structures. 157:244-255
Corrugated laminates have highly anisotropic stiffness properties. Therefore, they are interesting candidates for flexible skins. The geometrically non-linear stiffness response of corrugated sheets is crucial for applications with large deformations
Publikováno v:
Composite Structures. 140:296-308
In axially loaded corrugated laminates consisting of more than one layer interlaminar stresses occur due to the curvature which potentially cause delamination of the laminate. Therefore, it is crucial to know how geometry and lay-up influence the int
Autor:
Gerald Kress, Claudia Thurnherr
Publikováno v:
Composite Structures, 176
Quasi-static bending of anisotropic and macroscopic homogeneous materials is studied as a two-dimensional elasticity problem. We extend a solution for beam-bending of isotropic materials found in the literature (Bower, 2010), where our selected form
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9167500c1c591432ff3c764321de46b8
https://hdl.handle.net/20.500.11850/169336
https://hdl.handle.net/20.500.11850/169336
Publikováno v:
Thurnherr, C, Groh, R, Ermanni, P & Weaver, P M 2016, ' Higher-order beam model for stress predictions in curved beams made from anisotropic materials ', International Journal of Solids and Structures, vol. 97-98, pp. 16-28 . https://doi.org/10.1016/j.ijsolstr.2016.08.004
A higher-order beam model for analyzing the flexural response of curved multilayered beams with constant curvature and arbitrary constant thickness is developed. The new model is derived from the Hellinger–Reissner mixed variational statement and p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f9b2a43391dfd66686eb38b5e8bf8caf
https://research-information.bris.ac.uk/en/publications/eac63e23-072e-49a1-92ad-42d4b85f2a44
https://research-information.bris.ac.uk/en/publications/eac63e23-072e-49a1-92ad-42d4b85f2a44