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- W2015969082 abstract "Abstract The strength and behaviour of about 250 encased I-section columns, braced against sidesway and under uniaxial bending, have been presented. The cases studied cover the practical range of end eccentricity, stiffness of rotational end restrains (assumed elastic), slenderness and concrete cover, and include symetrical as well as asymmetrical arrangements of eccentricities and restraints, and major and minor axis bending cases. The columns are analysed by computer using a new iterative technique based on Newmark's integration procedure. Typical curves are presented showing the variation with load of the support and maximum moments, central deflection and strains at critical section. In almost all cases the peak load is reached when material failure occurs. The failure loads for columns under asymmetrical bending and with large effective end eccentricity are found to increase with slenderness, contrary to expectation. Because of material non-linearity, support moments in slender columns become negative at failure and moments throughout the length of certain short columns reverse. The paper also discusses the likely error in the computed strength due to the assumption of reversibility of the materials stress-strain curves." @default.
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- W2015969082 date "1982-01-01" @default.
- W2015969082 modified "2023-09-28" @default.
- W2015969082 title "Restrained composite columns in uniaxial bending" @default.
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- W2015969082 doi "https://doi.org/10.1016/0143-974x(82)90028-1" @default.
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