Browse Newmark Structural Laboratory Report Series (NSEL Report Series ISSN 1940-9826) by Subject "high-strength concrete"

  • Nagle, Thomas J.; Kuchma, Daniel (Newmark Structural Engineering Laboratory. University of Illinois at Urbana-Champaign., 2007-12)
    Code based shear design provisions principally use a sectional force design procedure in which it is assumed that plane sections remain plane. However, the shear capacity of a member may be limited by other shear related ...

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  • Sun, Shaoyun; Kuchma, Daniel (Newmark Structural Engineering Laboratory. University of Illinois at Urbana-Champaign., 2007-11)
    The current shear design provisions of the AASHTO LRFD Bridge Design Specifications limit the concrete compressive strength to 10 ksi due to a lack of experimental evidence for their extension to high strength concrete. ...

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