Hencky bar-net model for buckling and vibration analyses of rectangular plates with non-uniform thickness. (1st August 2018)

• Record Type: Journal Article
• Authors: Ruocco, E.; Zhang, H.; Wang, C.M.
• Is Part Of: Engineering structures. Volume 168(2018)
• Page Start: 653
• Page End: 668
• Publication Date: 2018-08-01
• Subjects: 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.2018.04.080
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: We introduce Hencky bar net model for inhomogenous plates for the first time. We show the formal analogy between Hencky bar net model and Finite Difference Model. We demonstrate the convergence to continuum plate results by increasing the grid size for any proposed example. The model deals with both stepped and tapered plates. Abstract: The Hencky bar-net model, developed from a finite difference plate model, is proposed for buckling and vibration analyses of rectangular plates with non-uniform thickness. The Hencky bar net comprises rigid bars joined by elastic rotational springs to allow for bending flexibility and diagonal springs in each panel to simulate the twisting effect. The non-uniform plate thickness can be readily handled by adjusting the spring stiffnesses. For generality, the edges of the plate are elastically restrained where the special cases are the classical boundary conditions of simply supported edge, clamped edge and free edge. The plate is subjected to uniaxial load or biaxial loads. In order to demonstrate the versatility and the accuracy of the Hencky bar model, some plate problems are analysed and the obtained results compared with existing results reported in the open literature.