ANISOPARAMETRIC INTERPOLATION IN HYBRID-STRESS TIMOSHENKO BEAM ELEMENT

Date

1991-04-01

Author

Oral, Süha

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A hybrid-stress Timoshenko beam element with consistent mass and geometric stiffness matrices is presented. It is demonstrated that the use of the hybrid-stress model removes the necessity for a finite element shear-correction factor, which can be determined through a deflection-matching analysis at the formulation stage of two-node anisoparametric displacement model elements. The element is assessed by static, dynamic, and stability test problems.

Subject Keywords

Mechanical Engineering, General Materials Science, Mechanics of Materials, Civil and Structural Engineering, Building and Construction

URI

https://hdl.handle.net/11511/63210

Journal

JOURNAL OF STRUCTURAL ENGINEERING

DOI

https://doi.org/10.1061/(asce)0733-9445(1991)117:4(1070)

Collections

Department of Mechanical Engineering, Article

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Citation Formats

S. Oral, “ANISOPARAMETRIC INTERPOLATION IN HYBRID-STRESS TIMOSHENKO BEAM ELEMENT,” JOURNAL OF STRUCTURAL ENGINEERING, pp. 1070–1078, 1991, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/63210.