Numerical Modelling of Idealized Masonry Samples in 2D with Use of Tensor Scale

Jiri Brozovsky; Jiří Koktan

doi:10.4028/www.scientific.net/KEM.832.99

Paper Titles

Experimental Verification of the Stiffness of a Semi-Rigid Timber Connection
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Pre-Tension Losses in Cable Bolts and their Progress in Time
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Numerical Solution of Prestressed Foundation - Subsoil Interaction Using FEM
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Transverse and Longitudinal Harmonic Wave in Layered Structure Made of Hyperelastic Materials
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Numerical Modelling of Idealized Masonry Samples in 2D with Use of Tensor Scale
p.99

The Applicability of Probabilistic Calculation Methods in Building Thermal Technology and Energetics
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Analysis of Biological Damage of the Timber Footbridge
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Corrosive Environment Factors and their Influence on the Development of Weathering Steel Corrosion Products
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The Effect of the Variation of Input Parameters on the Onset of Corrosion of the Bridge Deck Exposed to Chlorides Considering Selected Reinforcement Protection
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 832Numerical Modelling of Idealized Masonry Samples...

Numerical Modelling of Idealized Masonry Samples in 2D with Use of Tensor Scale

Abstract:

This paper discusses relations between structure of bi-material samples in 2D and their anisotropic indices and mechanical properties. The bi-material sample is designed to be close to masonry structure. Different ratios of elastic moduli of material are studied and computed material parameters are given.

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Periodical:

Key Engineering Materials (Volume 832)

Pages:

99-108

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.832.99

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Online since:

February 2020

Authors:

Jiri Brozovsky*, Jiří Koktan

Keywords:

Finite Element Modelling, Masonry, Material Anisotropy, Material Properties, Tensor Scale

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