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Elastic strength of tapered columns
Equations and mathematical values for columns considering interaction among axial thrust, end bending moment, and slenderness for elastic pin-ended member of variable cross section subjected to concentrically applied axial thrust and various combinations of end bending moment; algebraic interaction relationships are obtained for combination of loads and slenderness that result in elastic limit being reached at most highly strained section along length of member.
Elastic strength of tapered columns
Equations and mathematical values for columns considering interaction among axial thrust, end bending moment, and slenderness for elastic pin-ended member of variable cross section subjected to concentrically applied axial thrust and various combinations of end bending moment; algebraic interaction relationships are obtained for combination of loads and slenderness that result in elastic limit being reached at most highly strained section along length of member.
Elastic strength of tapered columns
ASCE -- Proc (J Structural Div)
Fogel, C.M. (author) / Ketter, R.L. (author)
1962
40 pages
Article (Journal)
English
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