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  • Reinforcement of thick - usually foundation - slabs is designed to satisfy the two criteria: 1. Ultimate limit state and 2. Serviceability limit state, the crack width in particular. The paper is focused on the design of reinforcement limiting the crack width. The shrinkage development of concrete is described as a main reason for reinforcement. The minimum reinforcement according to Eurocode 2 is briefly discussed.
  • Reinforcement of thick - usually foundation - slabs is designed to satisfy the two criteria: 1. Ultimate limit state and 2. Serviceability limit state, the crack width in particular. The paper is focused on the design of reinforcement limiting the crack width. The shrinkage development of concrete is described as a main reason for reinforcement. The minimum reinforcement according to Eurocode 2 is briefly discussed. (en)
Title
  • Reinforcement of Concrete Slabs on Shrinkage Effects
  • Reinforcement of Concrete Slabs on Shrinkage Effects (en)
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  • Reinforcement of Concrete Slabs on Shrinkage Effects
  • Reinforcement of Concrete Slabs on Shrinkage Effects (en)
skos:notation
  • RIV/68407700:21110/12:00198182!RIV13-MPO-21110___
http://linked.open...avai/riv/aktivita
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  • P(FR-TI3/531)
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  • 164728
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  • RIV/68407700:21110/12:00198182
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  • concrete; cracking; reinforcement; shrinkage; temperature (en)
http://linked.open.../riv/klicoveSlovo
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  • [E805A9D59A66]
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  • Vítek, Jan
http://localhost/t...ganizacniJednotka
  • 21110
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