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  1. piglord

    Ultimate moment capacity of prestressed beam

    i am studying these calculation procedure..!
  2. piglord

    Ultimate moment capacity of prestressed beam

    [morning] http://mucc.mahidol.ac.th/~egpcp/Handout406/40610%20Prestressed2.pdf it said there is no prestress in ultimate state [shadessad]
  3. piglord

    Ultimate moment capacity of prestressed beam

    YES, Creep compliance and Relaxation modulus have a relation in viscoelasticity. Design assumption becomes invalid? because these calculation procedures are only approximations, i think they are always valid. if it is possible, i want to explain that phenomenon by simple intuitive concepts.
  4. piglord

    Ultimate moment capacity of prestressed beam

    HELLO! Recently, I've dealt with a 243-meter-long prestressed bridge using RM bridge. After analysis, I found that the ultimate moment capacity after 30 years is greater than the capacity after 28 days. Does it make sense? It is consistent with what I expected(after 30 years, the steel...
  5. piglord

    [help] i can't assign a rigid element to a line segment

    Hello! I come from Macau, China. Recently, I read a tutorial book about abaqus. and i do exercise by following the book step by step. that exercise i did is the same as the example in page31 of the following pdf file http://imechanica.org/files/l2-elements.pdf i am so frustrated that i can't...

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