Numerical model of elastic laminated glass beams under finite strain

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00214192" target="_blank" >RIV/68407700:21110/14:00214192 - isvavai.cz</a>

Alternative codes found

RIV/61989100:27740/14:86092228

Result on the web

<a href="http://arxiv.org/abs/1303.6314" target="_blank" >http://arxiv.org/abs/1303.6314</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.acme.2014.03.005" target="_blank" >10.1016/j.acme.2014.03.005</a>

Result language

angličtina

Original language name

Numerical model of elastic laminated glass beams under finite strain

Original language description

Laminated glass structures are formed by stiff layers of glass connected with a compliant plastic interlayer. Due to their slenderness and heterogeneity, they exhibit a complex mechanical response that is difficult to capture by single-layer models evenin the elastic range. The purpose of this paper is to introduce an efficient and reliable finite element approach to the simulation of the immediate response of laminated glass beams. It proceeds from a refined plate theory due to Mau (1973), as we treateach layer independently and enforce the compatibility by the Lagrange multipliers. At the layer level, we adopt the finite-strain shear deformable formulation of Reissner (1972) and the numerical framework by Ibrahimbegovic and Frey (1993). The resulting system is solved by the Newton method with consistent linearization. By comparing the model predictions against available experimental data, analytical methods and two-dimensional finite element simulations, we demonstrate that the pro

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2014

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Archives of Civil and Mechanical Engineering

ISSN

1644-9665

e-ISSN

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Volume of the periodical

14

Issue of the periodical within the volume

4

Country of publishing house

NL - THE KINGDOM OF THE NETHERLANDS

Number of pages

11

Pages from-to

734-744

UT code for WoS article

000344517300023

EID of the result in the Scopus database

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