Crack profile in RC, R/FRCC and R/HPFRCC members in tension
Crack profile in RC, R/FRCC and R/HPFRCC members in tension
About this item
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Author / Creator
Publisher
Dordrecht: Springer
Journal title
Language
English
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Publication information
Publisher
Dordrecht: Springer
Subjects
More information
Scope and Contents
Contents
The theoretical approaches used for the evaluation of crack width in reinforced concrete (RC) structures, are generally based on the hypothesis of parallel crack surfaces. In this way, crack width measured on the concrete cover should be equal to that on the bar surface. The results of several experimental analyses, developed during the past years...
Alternative Titles
Full title
Crack profile in RC, R/FRCC and R/HPFRCC members in tension
Authors, Artists and Contributors
Author / Creator
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Record Identifier
TN_cdi_proquest_miscellaneous_919927254
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_919927254
Other Identifiers
ISSN
1359-5997
E-ISSN
1871-6873
DOI
10.1617/s11527-006-9208-7
