Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Static deflection analysis of functionally graded beams using various beam theories

View through CrossRef
In the current study, static deflection analysis of a functionally graded (FG) beam is carried out for various theories such as Euler, Timoshenko, and high-order shear deformation theory. The governing equation was solved using the minimum total potential energy principle. Further, for different types of loads, the static deflection analysis of the FG beam was performed using Navier’s solution using the Fortran programming language. Moreover, finite element analysis was also carried out using ANSYS software. In this method, each layer of the FG beam possesses different material properties as per a power law distribution. The different solution techniques are used to calculate the static deflection, and their results are compared. Effect of various parameters such as power index value, modulus ratio, aspect ratio (L/h), and type of loading on the dimensionless transverse deflection of this FG beam model. The results show that the aspect ratio has no significant effect on transverse dimensionless deflection in the case of the Euler beam theory. However, there is a noticeable effect for the Timoshenko and higher-order shear deformation theories, indicating that shear significantly impacts dimensionless transverse deflection for short beams. In addition, it is proven that the present model is reliable and can calculate the static deflection for any other required beam with different loads and dimensions.
Title: Static deflection analysis of functionally graded beams using various beam theories
Description:
In the current study, static deflection analysis of a functionally graded (FG) beam is carried out for various theories such as Euler, Timoshenko, and high-order shear deformation theory.
The governing equation was solved using the minimum total potential energy principle.
Further, for different types of loads, the static deflection analysis of the FG beam was performed using Navier’s solution using the Fortran programming language.
Moreover, finite element analysis was also carried out using ANSYS software.
In this method, each layer of the FG beam possesses different material properties as per a power law distribution.
The different solution techniques are used to calculate the static deflection, and their results are compared.
Effect of various parameters such as power index value, modulus ratio, aspect ratio (L/h), and type of loading on the dimensionless transverse deflection of this FG beam model.
The results show that the aspect ratio has no significant effect on transverse dimensionless deflection in the case of the Euler beam theory.
However, there is a noticeable effect for the Timoshenko and higher-order shear deformation theories, indicating that shear significantly impacts dimensionless transverse deflection for short beams.
In addition, it is proven that the present model is reliable and can calculate the static deflection for any other required beam with different loads and dimensions.

Related Results

Experimental analysis of epoxy-based functionally graded composite materials
Experimental analysis of epoxy-based functionally graded composite materials
Functionally graded materials (FGMs) are crucial in the mechanical and aerospace industries for improving material quality by combining distinct qualities to create composite subst...
Shear Stresses of Hollow Lightweight Concrete Beams Made with Wood Waste
Shear Stresses of Hollow Lightweight Concrete Beams Made with Wood Waste
Hollow Lightweight Concrete (HLC) beams are gaining popularity due to low cost and low weight as compared with the Solid Lightweight Concrete (SLC) beams. HLC and SLC beams decreas...
Nonlinear Vibration of a Functionally Graded Nanobeam Based on the Nonlocal Strain Gradient Theory considering Thickness Effect
Nonlinear Vibration of a Functionally Graded Nanobeam Based on the Nonlocal Strain Gradient Theory considering Thickness Effect
In this work, a nonlocal strain gradient beam model considering the thickness effect is developed to study the nonlinear vibration response of a functionally graded nanobeam. The g...
Odd version Mathieu-Gaussian beam based on Green function
Odd version Mathieu-Gaussian beam based on Green function
Like the theoretical pattern of non-diffracting Bessel beams, ideal non-diffracting Mathieu beams also carry infinite energy, but cannot be generated as a physically realizable ent...
Load-Bearing Performance of Non-Prismatic RC Beams Wrapped with Carbon FRP Composites
Load-Bearing Performance of Non-Prismatic RC Beams Wrapped with Carbon FRP Composites
This study investigated the influence of CFRP composite wrapping techniques on the load–deflection and strain relationships of non-prismatic RC beams. A total of twelve non-prismat...
Keyhole-Based Site Selection for Kinetic Impact Deflection of Near-Earth Asteroids
Keyhole-Based Site Selection for Kinetic Impact Deflection of Near-Earth Asteroids
Given present-day asteroid discovery capabilities, near-Earth asteroids (NEAs) are routinely discovered. 3,123 NEAs were discovered in 2024 alone1. Furthermore, new telescopes such...
Cyclic Behaviour of High Performance Concrete Beams Strengthened with GFRP Sheets
Cyclic Behaviour of High Performance Concrete Beams Strengthened with GFRP Sheets
This paper indicates the difference between the strengthened reinforced high performance concrete beams and the normal reinforced high performance concrete beams. This paper shows ...
DEFLECTION CALCULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS UNDER HEAVY DUTY
DEFLECTION CALCULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS UNDER HEAVY DUTY
To predict bridge deformation laws under existing traffic loads and identifies the main influencing factors of midspan deflection of the structure, this study performed static and ...

Back to Top