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Strut and Tie Modeling

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  • Saadedin
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    Administrator
    • Sep 2018 
    • 36251 
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    Strut and Tie Modeling





    Background 1:

    B and D regions

    - Strut and tie modelling enables the rational design for the strength limit state of concrete structures in regions of non-linear strain. These are referred to as disturbed or ‘D’ regions.

    Regions where strains vary linearly are called Bernoulli or ‘B” regions.

    - St Venant’s principle can be used to identify these regions


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