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Moment-curvature of beams as Ramberg-Osgood functions
Stress-strain relation of Ramberg-Osgood type across-beam section results in Ramberg-Osgood moment-curvature function for section; plastic section modulus is found to be important parameter for determining characteristic moment parameter; simple expressions are presented for finding moment-curvature parameters from stress-strain parameters of material, and from moment-curvature parameters of section; good agreement exists between these simple expressions and actual results.
Moment-curvature of beams as Ramberg-Osgood functions
Stress-strain relation of Ramberg-Osgood type across-beam section results in Ramberg-Osgood moment-curvature function for section; plastic section modulus is found to be important parameter for determining characteristic moment parameter; simple expressions are presented for finding moment-curvature parameters from stress-strain parameters of material, and from moment-curvature parameters of section; good agreement exists between these simple expressions and actual results.
Moment-curvature of beams as Ramberg-Osgood functions
ASCE -- Proc (J Structural Div)
Kaldjian, M.J. (author)
1967
13 pages
Article (Journal)
English
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