author_facet Knauff, M.
Grzeszykowski, B.
Golubińska, A.
Knauff, M.
Grzeszykowski, B.
Golubińska, A.
author Knauff, M.
Grzeszykowski, B.
Golubińska, A.
spellingShingle Knauff, M.
Grzeszykowski, B.
Golubińska, A.
Archives of Civil Engineering
Minimum Reinforcement for Crack Width Control in RC Tensile Elements
Civil and Structural Engineering
author_sort knauff, m.
spelling Knauff, M. Grzeszykowski, B. Golubińska, A. 1230-2945 Polish Academy of Sciences Chancellery Civil and Structural Engineering http://dx.doi.org/10.2478/ace-2019-0008 <jats:title>Abstract</jats:title><jats:p>New approach using direct crack width calculations of the minimum reinforcement in tensile RC elements is presented. Verification involves checking whether the provided reinforcement ensures that the crack width that may result from the thermal-shrinkage effects does not exceed the limit value. The Eurocode provisions were enriched with addendums derived from the German national annex. Three levels of accuracy of the analysis were defined - the higher the level applied, the more significant reduction in the amount of reinforcement required can be achieved. A methodology of determining the minimum reinforcement for crack width control on the example of a RC retaining wall is presented. In the analysis the influence of residual and restraint stresses caused by hydration heat release and shrinkage was considered.</jats:p> Minimum Reinforcement for Crack Width Control in RC Tensile Elements Archives of Civil Engineering
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title Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_unstemmed Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_full Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_fullStr Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_full_unstemmed Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_short Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_sort minimum reinforcement for crack width control in rc tensile elements
topic Civil and Structural Engineering
url http://dx.doi.org/10.2478/ace-2019-0008
publishDate 2019
physical 111-128
description <jats:title>Abstract</jats:title><jats:p>New approach using direct crack width calculations of the minimum reinforcement in tensile RC elements is presented. Verification involves checking whether the provided reinforcement ensures that the crack width that may result from the thermal-shrinkage effects does not exceed the limit value. The Eurocode provisions were enriched with addendums derived from the German national annex. Three levels of accuracy of the analysis were defined - the higher the level applied, the more significant reduction in the amount of reinforcement required can be achieved. A methodology of determining the minimum reinforcement for crack width control on the example of a RC retaining wall is presented. In the analysis the influence of residual and restraint stresses caused by hydration heat release and shrinkage was considered.</jats:p>
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author Knauff, M., Grzeszykowski, B., Golubińska, A.
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description <jats:title>Abstract</jats:title><jats:p>New approach using direct crack width calculations of the minimum reinforcement in tensile RC elements is presented. Verification involves checking whether the provided reinforcement ensures that the crack width that may result from the thermal-shrinkage effects does not exceed the limit value. The Eurocode provisions were enriched with addendums derived from the German national annex. Three levels of accuracy of the analysis were defined - the higher the level applied, the more significant reduction in the amount of reinforcement required can be achieved. A methodology of determining the minimum reinforcement for crack width control on the example of a RC retaining wall is presented. In the analysis the influence of residual and restraint stresses caused by hydration heat release and shrinkage was considered.</jats:p>
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spelling Knauff, M. Grzeszykowski, B. Golubińska, A. 1230-2945 Polish Academy of Sciences Chancellery Civil and Structural Engineering http://dx.doi.org/10.2478/ace-2019-0008 <jats:title>Abstract</jats:title><jats:p>New approach using direct crack width calculations of the minimum reinforcement in tensile RC elements is presented. Verification involves checking whether the provided reinforcement ensures that the crack width that may result from the thermal-shrinkage effects does not exceed the limit value. The Eurocode provisions were enriched with addendums derived from the German national annex. Three levels of accuracy of the analysis were defined - the higher the level applied, the more significant reduction in the amount of reinforcement required can be achieved. A methodology of determining the minimum reinforcement for crack width control on the example of a RC retaining wall is presented. In the analysis the influence of residual and restraint stresses caused by hydration heat release and shrinkage was considered.</jats:p> Minimum Reinforcement for Crack Width Control in RC Tensile Elements Archives of Civil Engineering
spellingShingle Knauff, M., Grzeszykowski, B., Golubińska, A., Archives of Civil Engineering, Minimum Reinforcement for Crack Width Control in RC Tensile Elements, Civil and Structural Engineering
title Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_full Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_fullStr Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_full_unstemmed Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_short Minimum Reinforcement for Crack Width Control in RC Tensile Elements
title_sort minimum reinforcement for crack width control in rc tensile elements
title_unstemmed Minimum Reinforcement for Crack Width Control in RC Tensile Elements
topic Civil and Structural Engineering
url http://dx.doi.org/10.2478/ace-2019-0008