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  • The finite-element method (FEM) has a great potential in concrete pavement studies; this is supported by the fact that three-dimensional models were developed in the past (e.g. 3DPAVE) to analyze some of the many factors affecting the behaviour of concrete pavements. Examples: the base course effect (modulus of the road base %22k%22 reaction), interaction of pavement layers and friction, slab twisting and deplanation due to temperature and moisture; dowels and anchors and transfer of loads in joints. A 3D model easily overcomes numerous persistent limitations of two-dimensional (2D) FEM models, which provide reduced precision of results. The correctness of 3D models has even been confirmed by comparison with measured deformations and stresses induced by traffic volumes and temperatures in some tests and experiments. In each comparison, a good accord of measured and computed values was reached
  • The finite-element method (FEM) has a great potential in concrete pavement studies; this is supported by the fact that three-dimensional models were developed in the past (e.g. 3DPAVE) to analyze some of the many factors affecting the behaviour of concrete pavements. Examples: the base course effect (modulus of the road base %22k%22 reaction), interaction of pavement layers and friction, slab twisting and deplanation due to temperature and moisture; dowels and anchors and transfer of loads in joints. A 3D model easily overcomes numerous persistent limitations of two-dimensional (2D) FEM models, which provide reduced precision of results. The correctness of 3D models has even been confirmed by comparison with measured deformations and stresses induced by traffic volumes and temperatures in some tests and experiments. In each comparison, a good accord of measured and computed values was reached (en)
Title
  • Selected Factors Affecting Resultant Stresses in Cement
  • Selected Factors Affecting Resultant Stresses in Cement (en)
skos:prefLabel
  • Selected Factors Affecting Resultant Stresses in Cement
  • Selected Factors Affecting Resultant Stresses in Cement (en)
skos:notation
  • RIV/68407700:21110/09:00160272!RIV10-MSM-21110___
http://linked.open...avai/riv/aktivita
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  • P(1M0579)
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  • 340625
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  • RIV/68407700:21110/09:00160272
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  • pavement; modelling; FEM; factors (en)
http://linked.open.../riv/klicoveSlovo
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  • [438134DDCB65]
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  • Praha
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  • Praha
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  • Workshop 09
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  • Vébr, Ludvík
  • Pánek, Petr
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • České vysoké učení technické v Praze
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  • 978-80-01-04286-1
http://localhost/t...ganizacniJednotka
  • 21110
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