2. Cracks in concrete: details
In the 2010 fib model code (see Pour en savoir plus), it is stated that "the phenomenon of cracking" is of a highly probabilistic nature. Consequently, the comparison between a calculated crack opening and an imposed limit opening can only be used to satisfy a dimensioning criterion. High accuracy cannot be expected from experience. Figure
1
illustrates this by showing an example of maximum crack opening distribution
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Cracks in concrete: details
Bibliography
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(1) - BALAZS (G.L.) -
Design for SLS according to fib Model Code 2010.
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Structural Concrete (June 2013).
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(2) - BEEBY (A.W.) -
A Study of Cracking in Members Subjected to Pure Tension.
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Cement and Concrete...
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