4.7 Article

Multiscale approach for three-phase CNT/polymer/fiber laminated nanocomposite structures

期刊

POLYMER COMPOSITES
卷 40, 期 -, 页码 E102-E126

出版社

WILEY
DOI: 10.1002/pc.24520

关键词

-

向作者/读者索取更多资源

The free vibration analysis of laminated nanocomposite plates and shells using first-order shear deformation theory and the generalized differential quadrature method is presented. Each layer of the laminate is modeled as a three-phase composite. An example of such composite material is given by a polymeric matrix reinforced with carbon nanotubes (CNTs). CNTs enhance the mechanical properties of the polymer matrix and the nanocomposite is treated as an isotropic material; a micromechanics model is used to compute the engineering constants of the isotropic hybrid material. This approach based on the Eshelby-Mori-Tanaka scheme takes into account the agglomeration of the nanoparticles in the matrix. The second step consists in combining this enriched matrix with unidirectional and oriented reinforcing fibers to obtain a fibrous composite with improved mechanical features. The overall mechanical properties of each orthotropic ply are evaluated through different micromechanics approaches. Each technique is illustrated in detail and the transversely isotropic properties of the three-phase layers are completely defined. The effects of both CNTs agglomeration and the mass fraction of these particles are investigated comparing with the results obtained by various homogenization techniques. POLYM. COMPOS., 40:E102-E126, 2019. (c) 2017 Society of Plastics Engineers

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Mechanics

Experimental evaluation of FRP-concrete bond using externally-bonded reinforcement on grooves (EBROG) method

Shakiba Zolfaghari, Davood Mostofinejad, Nicholas Fantuzzi, Raimondo Luciano, Francesco Fabbrocino

Summary: In this study, the effect of groove width and depth variation on the FRP-concrete bond performance was investigated. The results showed that the grooving method increased the bond strength compared to the externally-bonded reinforcement method. The optimal groove dimensions for retrofitting were determined to be 10 x 5 mm (width x depth) with a 73.5% increase in load-carrying capacity compared to the EBR specimens.

COMPOSITE STRUCTURES (2023)

Article Mechanics

Dynamic analysis of anisotropic doubly-curved shells with general boundary conditions, variable thickness and arbitrary shape

Francesco Tornabene, Matteo Viscoti, Rossana Dimitri, Luciano Rosati

Summary: In this study, a general formulation is proposed to consider general boundary conditions for the dynamic analysis of anisotropic laminated doubly-curved shells. A mapping procedure based on Non-Uniform Rational Basis Spline (NURBS) curves is used to describe the distortion of the physical domain. Mode frequencies and shapes are determined using higher-order theories within an Equivalent Single Layer (ESL) framework. The dynamic problem is solved numerically using the Generalized Differential Quadrature (GDQ) method.

COMPOSITE STRUCTURES (2023)

Article Mechanics

Finite strain-based theory for the superharmonic and subharmonic resonance of beams resting on a nonlinear viscoelastic foundation in thermal conditions, and subjected to a moving mass loading

Mehdi Alimoradzadeh, Francesco Tornabene, Sattar Mohammadi Esfarjani, Rossana Dimitri

Summary: This paper investigates the nonlinear free vibration, superharmonic and subharmonic resonance response of homogeneous Euler-Bernoulli beams resting on nonlinear viscoelastic foundations, considering a moving mass and an abrupt uniform temperature rise. The nonlinear differential equation of motion, derived from the Hamiltonian principle and Finite Strain Theory, is discretized using the Galerkin decomposition method and solved using a multiple time scale method. A comparison between the Finite Strain theory and the Von-Karman approach is discussed, taking into account the effect of temperature rise, linear and nonlinear coefficients of the elastic foundation on the nonlinear vibration history and phase trajectory. Additionally, the sensitivity of the frequency response of the system in superharmonic and subharmonic resonance for different input parameters, such as the location, velocity, and magnitude of the moving load, temperature rise, and elastic foundation, is examined.

INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS (2023)

Article Mechanics

Experimental parametric investigation on the behavior of adhesively bonded CFRP/steel joints

Anis Mohabeddine, Ghassan Malik, Jose Correia, Filipe Silva, Abilio De Jesus, Nicholas Fantuzzi, Jose Miguel Castro

Summary: This paper presents a comprehensive study on the behavior of CFRP/steel adhesively bonded double strap joints. 50 specimens were tested under static tensile loading, and digital image correlation was used to measure the deformation. The study analyzed six different adhesives and considered various influencing parameters such as adhesive type, thickness, CFRP properties, surface treatment, and steel thickness. The results showed that tough adhesives with high strength and ductility perform better for strengthening metallic infrastructures than rigid adhesives commonly used in the construction industry. The study also developed a validated numerical model in ABAQUS and discussed the experimental observations using the model.

COMPOSITE STRUCTURES (2023)

Article Mechanics

General boundary conditions implementation for the static analysis of anisotropic doubly-curved shells resting on a Winkler foundation

Francesco Tornabene, Matteo Viscoti, Rossana Dimitri

Summary: In this study, an Equivalent Single Layer (ESL) formulation is proposed for the static analysis of doubly curved anisotropic structures of arbitrary geometry and variable stiffness on a Winkler elastic foundation. The proposed formulation provides in-plane and out-of-plane general distributions of linear elastic springs for external constraints along the edges. The use of higher order theories and the Generalized Differential Quadrature (GDQ) method allows for accurate results with reduced computational cost compared to finite element simulations.

COMPOSITE STRUCTURES (2023)

Article Thermodynamics

Mechanical behavior analysis of FG-CNT-reinforced polymer composite beams via a hyperbolic shear deformation theory

Mohamed-Ouejdi Belarbi, Sattar Jedari Salami, Aman Garg, Ahmed-Amine Daikh, Mohamed-Sid-Ahmed Houari, Rossana Dimitri, Francesco Tornabene

Summary: This paper presents a hyperbolic shear deformation theory for investigating the bending and buckling behavior of functionally graded carbon nanotubes-reinforced composite (FG-CNTRC) beams. The theory satisfies the parabolic variation of shear stress distribution and eliminates the need for correction factors. Finite element analysis is conducted considering different CNT reinforcement distributions and power-law function variations. The proposed model demonstrates accuracy, fast convergence, numerical stability, and validity for both symmetric and non-symmetric FG-CNTRC beams. The study also explores the effects of various material and geometric parameters on the beam's response.

CONTINUUM MECHANICS AND THERMODYNAMICS (2023)

Article Engineering, Civil

Large deformation and failure analysis of the corrugated flexible composite skin for morphing wing

Tian-Wei Liu, Jiang-Bo Bai, Shao-Lin Li, Nicholas Fantuzzi

Summary: The research evaluates the tensile behavior and functional mechanisms of a new corrugated flexible composite skin using analytical, experimental, and numerical simulation methods. Geometric parameters are found to be an important factor affecting the tensile behavior of the composite skin.

ENGINEERING STRUCTURES (2023)

Article Engineering, Multidisciplinary

On the mapping procedure based on higher-order Hermite polynomials for laminated thin plates with arbitrary domains in gradient elasticity

Michele Bacciocchi, Nicholas Fantuzzi

Summary: The article presents a finite element mapping procedure for computing the fundamental matrices of laminated thin plates with arbitrary domains in gradient elasticity. The approximate solution uses Hermite interpolating functions and requires conforming and nonconforming formulations for membrane and bending degrees of freedom. The accuracy and convergence features of the methodology are demonstrated through numerical tests and compared to relevant literature.

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING (2023)

Article Engineering, Mechanical

Free vibrations of conical shells via Ritz method

R. Vescovini, N. Fantuzzi

Summary: This article presents a formulation for studying the free vibrations of open and closed conical shells efficiently. It allows for various boundary conditions and stiffness enhancements. The resulting models have few degrees of freedom, reducing computational effort, and do not require meshing.

INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES (2023)

Article Mechanics

Nonlinear dynamic study of non-uniform microscale CNTR composite beams based on a modified couple stress theory

M. Alimoradzadeh, Habib Heidari, F. Tornabene, R. Dimitri

Summary: This study investigates the nonlinear dynamic behavior of microscale CNTR composite Euler-Bernoulli beams with a non-uniform cross-section using a modified couple stress theory. The nonlinear PDEs of motion are established based on the Von-Karman nonlinear strain-displacement relationship and Hamiltonian principle. The effects of boundary conditions and reinforcement parameters on the nonlinear response of CNTR composite beams are analyzed using numerical simulations, providing insights for further computational investigations.

INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS (2023)

Article Engineering, Mechanical

Mathematical modeling and solution of nonlinear vibration problem of laminated plates with CNT originating layers interacting with two-parameter elastic foundation

M. Avey, F. Kadioglu, S. Ahmetolan, N. Fantuzzi

Summary: In this study, the first-order shear deformation plate theory (FOPT) proposed by Ambartsumyan is extended to heterogeneous laminated nanocomposite plates and the nonlinear vibration problem. An elastic medium is considered for the first time, using the Pasternak-type elastic foundation model (PT-EF). The mathematical models of laminated rectangular plates with CNT originating layers on the PT-EF are created, and the large amplitude stress-strain relationships and motion equations are derived within FOPT. By applying Galerkin's method, the derived equations are reduced to a nonlinear ordinary differential equation (NL-ODE) for laminated rectangular plates composed of nanocomposite layers. The NL-ODE is solved by the semi-inverse method, and the nonlinear frequency-amplitude relationship is established for the laminated plates resting on the PT-EF within FOPT for the first time. From these relations, similar relations for unconstrained laminated and monolayer CNT patterns plates can be obtained.

JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING (2023)

Article Mechanics

Assessment of critical buckling load of bi-directional functionally graded truncated conical micro-shells using modified couple stress theory and Ritz method

Mohsen Taghizadeh, Masoud Babaei, Rossana Dimitri, Francesco Tornabene

Summary: The buckling behavior of bi-directional functionally graded conical micro-shells subjected to axial loading is investigated in this study, utilizing the modified couple stress theory (MCST) based on the theory of first-order shear deformation. The Ritz technique is employed to solve the governing equations. The micro-shells are constructed using bi-directional functionally graded material, with volume fractions of constituent materials varying continuously along the conical edge directions and thickness according to a predefined composition profile. The model predictions are successfully validated against literature results. The study also examines the influence of various geometrical and mechanical parameters on the buckling performance of conical micro-shells, such as the radius-to-thickness ratio, thickness-to-length scale ratio, length-to-radius ratio, semi-vertex angle, homogenization schemes, and material gradient indexes. It is noteworthy that this investigation presents the first buckling analysis of bi-directional functionally graded truncated conical micro-shells in accordance with the MCST.

MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES (2023)

Editorial Material Materials Science, Composites

Novel approaches for the multiscale analysis of composite materials and structures

Nicholas Fantuzzi

COMPOSITES PART C: OPEN ACCESS (2023)

Article Engineering, Multidisciplinary

Free vibration analysis of laminated doubly-curved shells with arbitrary material orientation distribution employing higher order theories and differential quadrature method

Francesco Tornabene, Matteo Viscoti, Rossana Dimitri

Summary: This study investigates the dynamic behavior of laminated anisotropic doubly-curved shells with a generalized distribution of the material orientation angle using higher order theories. The equivalent single layer methodology is used to develop the structural problem and establish a unified approach for evaluating displacement field variables with higher order theories. A generalized three-dimensional distribution of the material orientation angle is associated with each layer of the stacking sequence, accounting for in-plane bivariate power distribution and out-of-plane symmetric and unsymmetric profiles described with polynomial and non-polynomial analytical expressions. The fundamental equations are derived using the Hamiltonian Principle and numerically solved using the Generalized Differential Quadrature method.

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS (2023)

Article Engineering, Multidisciplinary

Higher order theories for the modal analysis of anisotropic doubly-curved shells with a three-dimensional variation of the material properties

Francesco Tornabene, Matteo Viscoti, Rossana Dimitri

Summary: This manuscript investigates the dynamic properties of doubly-curved shell structures laminated with innovative materials using the Generalized Differential Quadrature (GDQ) method. The displacement field variable follows the Equivalent Single Layer (ESL) approach, and the geometrical description of the structures is distorted by generalized isogeometric blending functions. Through non-uniform discrete computational grid, the fundamental equations derived from the Hamiltonian principle are solved in strong form. Parametric investigations show the influence of material property variation on the modal response of the structures.

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS (2024)

暂无数据