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Reinforced concrete members with circular cross section are used frequently in practice.
Under wind excitation, many slender structural members with circular cross sections have exhibited large-amplitude vibrations.
This paper proposes the analytical solution of Fick's second law for RC members with circular cross section calculated for RC cylindrical columns with realistic dimensions.
A simplified method for the assessment of bending moment resistance for reinforced concrete (RC) members with circular cross-sections is presented.
This comparison leads to indications about the limit of use the simple "slab model" to estimate the time to corrosion initiation in case of RC members with circular cross-section.
The aim of this study is to investigate the flexural behavior, including the ultimate moment capacities and failure modes, of built-up cold-formed steel members with circular web holes.
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Members with rectangular or circular cross-section, different aspect ratio (i.e. slender or squat) and shear or flexure-shear failure mode have been investigated.
ESDU 81027 and 81028 and Eurocode 3 Part 3.1 give already some detailed information of the aerodynamic drag coefficient of lattice mast structures with circular members.
International design codes typically focus on the design of compact circular CFT members with relatively small slenderness (D/t) ratios, and the behavior and design of noncompact and slender circular CFT members is not addressed directly.
Tests were carried out on thirteen large scale members of circular cross-section, with and without external confinement, and with different proportions of rubber content and axial loads.
The aim of this paper is to study the behaviour of circular hollow members with flattened edges, in compression.
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