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Load carrying capacity of simple composite columns
Computer program based on finite difference method of analysis for determining load deformation relationships to failure for pin-ended eccentrically loaded steel columns encased in concrete; solutions obtained take into account both linear and nonlinear ranges of two materials; it is shown that simple interaction formula used in some design codes to determine permissible combinations of axial force and bending moment, leads to variations in load factor which are irrational; control of incidence of cracking of concrete under working conditions. (27337)
Load carrying capacity of simple composite columns
Computer program based on finite difference method of analysis for determining load deformation relationships to failure for pin-ended eccentrically loaded steel columns encased in concrete; solutions obtained take into account both linear and nonlinear ranges of two materials; it is shown that simple interaction formula used in some design codes to determine permissible combinations of axial force and bending moment, leads to variations in load factor which are irrational; control of incidence of cracking of concrete under working conditions. (27337)
Load carrying capacity of simple composite columns
ASCE J Struct Div
Roderick, J.W. (author) / Rogers, D.F. (author)
1969
20 pages
Article (Journal)
English
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