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A platform for research: civil engineering, architecture and urbanism
An Exact Theory for Curved Beams with Any Thin-Walled Open Sections
Currently available theories for thin-walled curved beams lack rigorous theoretical development. This paper provides a detailed derivation of an exact theory for biaxial bending and torsion of thin-walled circularly curved beams with any open profile. The derivation is based on two well-accepted assumptions in the theory of thin-walled members. Exact expressions for longitudinal displacement, longitudinal normal stress and shear stress and their resultants are presented. Simplified theories are also given for practical applications.
An Exact Theory for Curved Beams with Any Thin-Walled Open Sections
Currently available theories for thin-walled curved beams lack rigorous theoretical development. This paper provides a detailed derivation of an exact theory for biaxial bending and torsion of thin-walled circularly curved beams with any open profile. The derivation is based on two well-accepted assumptions in the theory of thin-walled members. Exact expressions for longitudinal displacement, longitudinal normal stress and shear stress and their resultants are presented. Simplified theories are also given for practical applications.
An Exact Theory for Curved Beams with Any Thin-Walled Open Sections
Tong, Genshu (author) / Xu, Qiang (author)
Advances in Structural Engineering ; 5 ; 195-209
2002-10-01
15 pages
Article (Journal)
Electronic Resource
English
An Exact Theory for Curved Beams with Any Thin-walled Open Sections
| Online Contents | 2002
Calculation of curved thin-walled beams with open cross section
| Engineering Index Backfile | 1964
| British Library Online Contents | 2013