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Reinforced concrete beams subjected to repeated loads
Deflection of statically-determinate, singly-reinforced concrete beams; viscoelastic stress-strain law for concrete in beam was selected based upon experiments; iterative procedure was developed for numerically solving system of equations; experiments were performed with six beams loaded with concentrated loads at one-third points; loading was applied to beam in cycles ranging from 10 to 30 days duration and then reviewed for same period of time; comparisons of predicted central deflections were made with observed values, and agreement was noted.
Reinforced concrete beams subjected to repeated loads
Deflection of statically-determinate, singly-reinforced concrete beams; viscoelastic stress-strain law for concrete in beam was selected based upon experiments; iterative procedure was developed for numerically solving system of equations; experiments were performed with six beams loaded with concentrated loads at one-third points; loading was applied to beam in cycles ranging from 10 to 30 days duration and then reviewed for same period of time; comparisons of predicted central deflections were made with observed values, and agreement was noted.
Reinforced concrete beams subjected to repeated loads
ASCE -- Proc (J Structural Div)
Miller, C.A. (author) / Guralnick, S.A. (author)
1967
18 pages
Article (Journal)
English
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