Dynamic analysis of functionally graded porous structures through finite element analysis. (15th June 2018)

• Record Type: Journal Article
• Authors: Wu, Di; Liu, Airong; Huang, Youqin; Huang, Yonghui; Pi, Yonglin; Gao, Wei
• Is Part Of: Engineering structures. Volume 165(2018)
• Page Start: 287
• Page End: 301
• Publication Date: 2018-06-15
• Subjects: Functionally graded porous structures -- Euler-Bernoulli beam -- Timoshenko beam -- Dynamic analysis -- Finite element analysis; 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.2018.03.023
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Dynamic analysis of functionally graded porous beam type structures through FEM. Both Timoshenko and Euler-Bernoulli beam theories are incorporated. Multiple types of materials can be handled by the proposed method. Damping effects are considered within the time-domain forced vibration analysis. Abstract: A finite element method (FEM) analysis framework is introduced for the free and forced vibration analyses of functionally graded porous (FGP) beam type structures. Within the proposed computational scheme, both Euler-Bernoulli and Timoshenko beam theories have been adopted such that the explicit stiffness and mass matrices for 2-D FGP beam element through both beam theories are explicitly expressed. Both Young's modulus and material density of the FGP beam element are simultaneously considered as grading through the thickness of the beam. The material constitutive law of a FGP beam is governed by the typical open-cell metal foam. Furthermore, the damping effects of the FGP structures can be also incorporated within the proposed FEM analysis framework through the Rayleigh damping model. Consequently, the proposed approach establishes a more unified analysis framework which can investigate simple FGP beams as well as complex FGP structural systems involving mixture of different materials. In order to demonstrate the applicability, accuracy, as well as the efficiency of the proposed computational scheme, both FGP beams and frame structures with multiple porosities have been rigorously explored.