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ST7-1.20.40.14 AS 3600-2009 Concrete Creep and Shrinkage
This Webnote illustrates the process of extracting the required factors from AS3600-2009 for concrete creep and shrinkage effects and entering them into Strand7. The basic creep formulation in AS3600-2009 utilises the hyperbolic law. In this section the calculation procedure of concrete material parameters is examined. The next material parameter considered is the density of the concrete, . The third material parameter considered is the elastic modulus of the concrete at any time, Ecj.
=
1.5
0.043
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