Statistical Properties of Prestressed Concrete Beams in Shearby William M. Bulleit, Michigan Technological Univ, United States,
James E. Rintala, Michigan Technological Univ, United States,
Document Type: Proceeding Paper
Part of: Structural Safety and Reliability
Abstract: Monte Carlo simulations were performed on prestressed concrete rectangular and tee-section beams in shear produced by a single concentrated load at mid span. The truss analogy model was used to determine the shear capacity of the beams. The data from the simulations was used to obtain the first four statistical moments of the shear capacity.
Subject Headings: Concrete beams | Statistics | Prestressing | Prestressed concrete | Shear strength | Structural reliability | Trusses | Mathematical models | Europe | Monaco | Monte Carlo
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