Out-of-plane behavior of curved beams: Exact solution

E. Tüfekçi*

*Corresponding author for this work

Research output: Contribution to journalConference articlepeer-review

Abstract

The governing differential equations of out-of-plane deformation for a planar curved beam with variable curvature and cross-section are solved exactly by using the initial value method. The differential equations include the shear deformation effect. The analytical expressions of the elements of the fundamental matrix are obtained for a general case. The inverse of the fundamental matrix is given for a parabolic beam with variable cross-section. It is also possible to use these analytical expressions in order to obtain the results for a curved beam with any loading and boundary conditions. The results can be obtained for a curved beam carrying any distributed loads. Examples in the literature are solved and the results obtained in this study are compared with those.

Original languageEnglish
Pages (from-to)1670-1677
Number of pages8
JournalCollection of Technical Papers - AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
Volume3
Publication statusPublished - 2001
Event42nd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference and Exhibit Technical Papers - Seattle, WA, United States
Duration: 16 Apr 200119 Apr 2001

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