Investigating Static Deflection of Non-Prismatic Axially Functionally Graded Beam

被引:0
|
作者
Hashim W.M. [1 ]
Alansari L.S. [1 ]
Aljanabi M. [2 ]
Raheem H.M. [1 ,2 ]
机构
[1] Mechanical Department, Faculty of Engineering, University of Kufa, Najaf
[2] Ministry of Oil, Midland Refineries Company, Karbala Refinery, Karbala
来源
Material Design and Processing Communications | 2022年 / 2022卷
关键词
D O I
10.1155/2022/7436024
中图分类号
学科分类号
摘要
In this study, the static deflection of non-prismatic axial function graded tapered beam (A-FGB) under distribution load has been analyzed using ANSYS workbench (17.2). According to a power-law model, the elastic modulus of the beam varies continuously in the axial direction of the beam. Also, the beam's geometry, i.e., width, thickness, or both width and thickness of the beam, varies linearly in the axial direction with different values of non-uniformity parameter (1, 0.5,0, -0.5, and -0.75). The effects of martial distribution, i.e., power-law index, and non-uniformity parameter on the static deflection for A-FGB with different boundary conditions, in such free-clamped, clamped-free, and simply-supported, are studied. This research deals with functionally graded materials FGMs in more than one aspect in terms of using different boundary conditions; in addition, it studies the response of the non-prismatic beam non-uniformity parameter (α); therefore, this research studies comprehensively the deflection of the beam. The results show that the increase in power-law index causes decreasing in dimensionless deflection and its rate of change depends on the supporting types of the beam and non-uniformity parameters. The variation in both width and thickness for a free-clamped axial function-graded beam gives a significant decrease in dimensionless deflection at decreasing in non-uniformity parameter, whereas the variation in thickness for clamped-free axial function graded beam gives a significant decrease in dimensionless deflection at decreasing of non-uniformity parameter. © 2022 Walaa Mohammed Hashim et al.
引用
收藏
相关论文
共 50 条
  • [1] Static analysis of functionally graded non-prismatic sandwich beams
    Rezaiee-Pajand, M.
    Masoodi, Amir R.
    Mokhtari, M.
    ADVANCES IN COMPUTATIONAL DESIGN, 2018, 3 (02): : 165 - 190
  • [2] Vibration analysis of an axially functionally graded material non-prismatic beam under axial thermal variation in humid environment
    Singh, Rahul
    Sharma, Pankaj
    JVC/Journal of Vibration and Control, 2022, 28 (23-24): : 3608 - 3621
  • [3] Vibration analysis of an axially functionally graded material non-prismatic beam under axial thermal variation in humid environment
    Singh, Rahul
    Sharma, Pankaj
    JOURNAL OF VIBRATION AND CONTROL, 2022, 28 (23-24) : 3608 - 3621
  • [4] Closed-Form Solution to Vibration and Stability of Non-Prismatic and Axially Functionally Graded Beams
    Zhao, Xingwei
    Jiang, Wenhao
    Ma, Jiaqi
    Zhao, Ying
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2025,
  • [5] Optimal vibration energy harvesting from non-prismatic axially functionally graded piezolaminated cantilever beam using genetic algorithm
    Biswal, Alok Ranjan
    Roy, Tarapada
    Behera, Rabindra Kumar
    JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2017, 28 (14) : 1957 - 1976
  • [6] Static Shear Strength of a Non-Prismatic Beam with Transverse Openings
    Al-Hilali, Amjad Majeed
    Izzet, Amer Farouk
    Oukaili, Nazar
    ENGINEERING TECHNOLOGY & APPLIED SCIENCE RESEARCH, 2022, 12 (02) : 8349 - 8353
  • [7] Simple incremental approach for analysing optimal non-prismatic functionally graded beams
    Ziou, Hassina
    Guenfoud, Mohamed
    ADVANCES IN CIVIL AND ARCHITECTURAL ENGINEERING, 2023, 14 (26): : 118 - 137
  • [8] OPTIMIZATION OF AXIALLY LOADED NON-PRISMATIC COLUMN
    FU, KC
    REN, D
    COMPUTERS & STRUCTURES, 1992, 43 (01) : 159 - 162
  • [9] COMPUTED PARAMETERS FOR AXIALLY-LOADED NON-PRISMATIC MEMBERS
    LARNACH, WJ
    CONCRETE AND CONSTRUCTIONAL ENGINEERING, 1966, 61 (06): : 191 - &
  • [10] A genetic algorithm for the optimal design of axially loaded non-prismatic columns
    Coello, CAC
    Christiansen, AD
    Farrera, FA
    CIVIL ENGINEERING SYSTEMS, 1996, 14 (02): : 111 - 146