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The generalized Euler equation (involving the tangent modulus) is used as a basis for column strength analysis. The influence of the shape of the stress-strain diagram is shown by nondimensional column curves and an envelope formula is derived. The effects of initial eccentricity are investigated by interaction curves for combined bending and compression. Correction of test data, end fixity effects, and optimum design of columns are discussed briefly.
The generalized Euler equation (involving the tangent modulus) is used as a basis for column strength analysis. The influence of the shape of the stress-strain diagram is shown by nondimensional column curves and an envelope formula is derived. The effects of initial eccentricity are investigated by interaction curves for combined bending and compression. Correction of test data, end fixity effects, and optimum design of columns are discussed briefly.
Applied Column Theory
Shanley, F. R. (author)
Transactions of the American Society of Civil Engineers ; 115 ; 698-727
2021-01-01
301950-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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