Comparison of Crack Width Calculations According to Different Approaches

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00231897" target="_blank" >RIV/68407700:21110/15:00231897 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Comparison of Crack Width Calculations According to Different Approaches
Original language description
The paper deals with calculation of crack width initiating from mechanical loads according to recommendations and derived formulas of different authors. For comparison the following recommendations were chosen: Czech standard ČSN EN 1992-1-1 including two of several considered variants of forthcoming change of national supplement, German standard DIN EN 1992-1-1, French standard NF EN 1992-1-1 with corresponding national supplements, fib Model Code for Concrete Structures 2010 and American standard ACI318-05. Standard for crack width calculations were supplemented with formulas derived from experiments: Gergely, Lutz (1968) and Oh, Kang (1987). Differences in studied approaches are compared on model examples of reinforced concrete slab loaded with bending moment. Compared parameters are thickness of concrete cover and geometrical degree of reinforcement.
Czech name
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Czech description
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Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing
ISBN
978-1-905088-63-8
ISSN
1759-3433
e-ISSN
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Number of pages
9
Pages from-to
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Publisher name
Civil-Comp Press Ltd
Place of publication
Stirling
Event location
Praha
Event date
Sep 1, 2015
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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