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Description
  • Stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with other solutions.
  • Stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with other solutions. (en)
Title
  • Analysis of Stress in Half-space using Jacobian of Transformation and Gauss Numerical Integration
  • Analysis of Stress in Half-space using Jacobian of Transformation and Gauss Numerical Integration (en)
skos:prefLabel
  • Analysis of Stress in Half-space using Jacobian of Transformation and Gauss Numerical Integration
  • Analysis of Stress in Half-space using Jacobian of Transformation and Gauss Numerical Integration (en)
skos:notation
  • RIV/62304178:_____/13:#0000002!RIV14-MPO-62304178
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  • P(FR-TI2/746)
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  • 60647
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  • RIV/62304178:_____/13:#0000002
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  • General contacts element, linear elastic half-space, Gauss numerical integration, soil-structure interaction, FEM (en)
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  • [EBBD05CA8E8B]
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  • Los Angeles
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  • Enfield, New Hampshire, USA
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  • Advanced Materials Research. Volume 818
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  • Čajka, Radim
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issn
  • 1022-6680
number of pages
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  • Trans Tech Publications
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  • 978-3-03785-875-2
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