Zobrazeno 1 - 10
of 166
pro vyhledávání: '"Šejnoha Michal"'
Publikováno v:
MATEC Web of Conferences, Vol 310, p 00041 (2020)
Numerical modeling of implants and specimens made from trabecular structures can be difficult and time-consuming. Trabecular structures are characterized as spatial truss structures composed of beams. A detailed discretization using the finite elemen
Externí odkaz:
https://doaj.org/article/17f859b2b9be47628c320856127d830e
Publikováno v:
MATEC Web of Conferences, Vol 310, p 00052 (2020)
This paper outlines prediction of macroscopic effective properties of a regular masonry from homogenization. It focuses on the derivation of nonlinear macroscopic stress strain curves adopting either classical isotropic or more advanced orthotropic d
Externí odkaz:
https://doaj.org/article/b8d4735294af4e208555bf5cf837323d
Publikováno v:
Acta Polytechnica CTU Proceedings. 2024, Vol. 49, p97-103. 7p.
Autor:
Zemanová, Alena, Konrád, Petr, Hála, Petr, Sovják, Radoslav, Hlůžek, Radim, Zeman, Jan, Šejnoha, Michal
Through pendulum impact testing on suspended samples, we demonstrate the effect of the multi-layer layout on the low-velocity impact response of laminated glass plates consisting of three or four glass layers and PVB interlayers. Non-destructive test
Externí odkaz:
http://arxiv.org/abs/2107.12151
Publikováno v:
In Computers and Structures 1 May 2024 295
A phase-field description of brittle fracture is employed in the reported four-point bending analyses of monolithic and laminated glass plates. Our aims are: (i) to compare different phase-field fracture formulations applied to thin glass plates, (ii
Externí odkaz:
http://arxiv.org/abs/2010.00375
This paper investigates a time-stepping procedure of the Newmark type for dynamic analyses of viscoelastic structures characterized by a generalized Maxwell model. We depart from a scheme developed for a three-parameter model by Hatada et al. in 2000
Externí odkaz:
http://arxiv.org/abs/1911.03255
Publikováno v:
In Computers and Structures 15 July 2023 283
This paper focuses on the modal analysis of laminated glass beams. In these multilayer elements, the stiff glass plates are connected by compliant interlayers with frequency/temperature-dependent behavior. The aim of our study is (i) to assess whethe
Externí odkaz:
http://arxiv.org/abs/1801.01110