Hencky bar-chain model for buckling and vibration analyses of non-uniform beams on variable elastic foundation. (1st November 2016)

• Record Type: Journal Article
• Authors: Zhang, H.; Wang, C.M.; Ruocco, E.; Challamel, N.
• Is Part Of: Engineering structures. Volume 126(2016:Nov. 01)
• Page Start: 252
• Page End: 263
• Publication Date: 2016-11-01
• Subjects: Buckling -- Vibration -- Hencky bar-chain -- Central finite difference -- Non-uniform beam -- Partial variable elastic foundation; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.07.062
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Hencky bar-chain model for non-uniform beams on partial variable elastic foundation. Equivalence between Hencky bar-chain model and finite difference beam model. Effects of foundation length and stiffness on buckling and vibration solutions. Abstract: This paper is concerned with the development of the Hencky bar-chain model (HBM) for the buckling and vibration analyses of non-uniform beams resting on partial variable elastic foundation. The HBM allows analysts to obtain beam buckling and vibration solutions by solving a set of algebraic equations instead of a differential equation. To get the HBM, we resort to the first order central finite difference model (FDM) because both discrete models have phenomenological similarities. Based on bending moment, shear force and deflection equivalence between the two discrete beam models, the expressions for the internal spring stiffness, the end spring stiffness and the elastic foundation stiffness for the HBM are obtained. Some example problems are considered to demonstrate the simplicity of the HBM for buckling and vibration analyses of non-uniform beams on partial variable elastic foundation by taking the number of segments of the HBM to infinity. The effects of the foundation length and stiffness on the buckling load and natural frequencies are also discussed. Naturally, the HBM can be used to obtain solutions for articulated beams or beam-like structures with repetitive cells as well.