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Description
  • In this paper, a generalized Hooke's law is used, involving eigenparameters. Hence, the free hexagon element method presented here involves coupled modeling of stress, pore pressure and a change of temperature, all of them being assigned to the particles, and other geotechnical material parameters (the angle of internal friction, the shear strength or cohesion, the tensile strength) are allocated on the interfacial boundary of the elements.
  • In this paper, a generalized Hooke's law is used, involving eigenparameters. Hence, the free hexagon element method presented here involves coupled modeling of stress, pore pressure and a change of temperature, all of them being assigned to the particles, and other geotechnical material parameters (the angle of internal friction, the shear strength or cohesion, the tensile strength) are allocated on the interfacial boundary of the elements. (en)
Title
  • The Assessment of the Influence of Extreme Temperature on Fiber Reinforced Concrete using the Free Hexagon Method
  • The Assessment of the Influence of Extreme Temperature on Fiber Reinforced Concrete using the Free Hexagon Method (en)
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  • The Assessment of the Influence of Extreme Temperature on Fiber Reinforced Concrete using the Free Hexagon Method
  • The Assessment of the Influence of Extreme Temperature on Fiber Reinforced Concrete using the Free Hexagon Method (en)
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  • RIV/68407700:21110/11:00185680!RIV12-MSM-21110___
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  • P(1M0579), P(GP103/09/P541)
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  • 187296
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  • RIV/68407700:21110/11:00185680
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  • Concrete lining; free hexagons; high temperature; parallel computing; two-dimensional problem. (en)
http://linked.open.../riv/klicoveSlovo
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  • [D3F6C0E500BB]
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  • Chania
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  • Edinburgh
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  • Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing
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  • Pešková, Šárka
  • Procházka, Petr
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issn
  • 1759-3433
number of pages
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  • 10.4203/ccp.96.139
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  • Civil-Comp Press
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  • 978-1-905088-46-1
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  • 21110
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