VARIABILITY IN THE FAILURE OF COMPOSITE TUBES SUBJECTED TO COMBINED AXIAL AND TORSIONAL LOADINGS DUE TO MANUFACTURING DEFECTS AND NONDETERMINISTIC MATERIAL PROPERTIES

2021 ◽  
Author(s):  
AJEESH SURESH NAIR ◽  
RAJAMOHAN GANESAN
Keyword(s):  
Finite Element ◽  
Material Properties ◽  
Considerable Influence ◽  
Composite Tubes ◽  
Manufacturing Defects ◽  
Composite Tube ◽  
Failure Envelopes ◽  
Uniform Diameter ◽  
Fiber Misalignment ◽  
Manufacturing Parameters

Tubes made with polymer-matrix fiber-reinforced composite materials are widely used in automobile, mechanical and aerospace engineering applications. Composite tubes are increasingly manufactured using the modern Automated Fiber Placement (AFP) technique. The ply manufacturing parameters and the tube manufacturing parameters have considerable influence on the quality of the manufactured composite tubes. Manufacturing defects and variations in the material properties are inevitable in composite tubes due to the inherent unavoidable variations in these parameters. The commonly identified manufacturing defects include voids, fiber waviness, variation in volume fraction, and fiber misalignment. These have considerable influence on the mechanical behavior and failure of the composite tube. In the present work, the effects of the fiber misalignment and the variations in the material properties on the failure behavior of uniform-diameter composite tubes subjected to combined axial and torsional loadings are determined considering the First-Ply Failure (FPF) characteristics. The first-ply failure envelopes of the composite tube are developed based on the Classical Laminate Theory and Finite Element Modeling and Analysis. Existing works in the literature are used to validate the three-dimensional finite element model of the uniform-diameter composite tube developed using the commercial software ANSYS®. The variations in the first-ply failure loading limits of the uniform-diameter composite tube made of a Carbon Fiber Reinforced Polymer (CFRP) composite material are investigated using the Monte Carlo Simulation (MCS) method, considering the random variability in the material properties and the fiber misalignment. The random variables corresponding to the material properties and the fiber misalignment are generated. For the composite tube with a sample set of simulated random variables the corresponding first-ply failure envelope is determined. The ensemble of such failure envelopes is developed based on an adequate number of simulations from which the probabilistic distributions of the first-ply failure loadings are determined. Design aspects are brought out.

Impact Fracture of Polymer-Filled Braided Composite Tubes

2019 ◽  
Vol 36 (3) ◽  
pp. 305-313
Author(s):  
S. F. Hwang ◽  
H. L. Yu
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Progressive Failure ◽  
Composite Tubes ◽  
Element Analysis ◽  
Composite Tube ◽  
The Finite Element Analysis ◽  
Experiment And Simulation ◽  
Crushing Behavior ◽  
Filled Composite

ABSTRACTThree types of polymer including polyurethane, polyethylene, and polysulfone were used as filler inside composite tubes to evaluate their effects on the crashworthiness. The composite tube consisting of carbon fiber fabric and polyurethane was fabricated by resin transfer molding and subjected to impact loading. In addition, the finite element analysis with progressive failure and delamination was used to simulate the crushing behavior of the polymer-filled composite tube. From the comparison between experiment and simulation, the finite element analysis is reliable, could reasonably describe the crushing behavior of the polymer-filled tube, and has nice prediction on the crashworthiness performance. From both the experiment and simulation results, the polyethylene-filled composite tube has clearly higher specific absorbed energy than the hollow composite tube, and polyethylene could be considered as an effective filler. However, the other two types of polymer filler have no clear effect.

Determination of Charge Coefficient of Piezoelectric Films Using a Combined Finite Element Model and Dynamic Loading Technique

2020 ◽  
Vol 835 ◽  
pp. 229-242
Author(s):  
Oboso P. Bernard ◽  
Nagih M. Shaalan ◽  
Mohab Hossam ◽  
Mohsen A. Hassan
Keyword(s):  
Finite Element ◽  
Dynamic Loading ◽  
Material Properties ◽  
Accurate Determination ◽  
Substrate Material ◽  
Experimental Results ◽  
Piezoelectric Composite ◽  
Piezoelectric Film ◽  
Piezoelectric Charge

Accurate determination of piezoelectric properties such as piezoelectric charge coefficients (d33) is an essential step in the design process of sensors and actuators using piezoelectric effect. In this study, a cost-effective and accurate method based on dynamic loading technique was proposed to determine the piezoelectric charge coefficient d33. Finite element analysis (FEA) model was developed in order to estimate d33 and validate the obtained values with experimental results. The experiment was conducted on a piezoelectric disc with a known d33 value. The effect of measuring boundary conditions, substrate material properties and specimen geometry on measured d33 value were conducted. The experimental results reveal that the determined d33 coefficient by this technique is accurate as it falls within the manufactures tolerance specifications of PZT-5A piezoelectric film d33. Further, obtained simulation results on fibre reinforced and particle reinforced piezoelectric composite were found to be similar to those that have been obtained using more advanced techniques. FE-results showed that the measured d33 coefficients depend on measuring boundary condition, piezoelectric film thickness, and substrate material properties. This method was proved to be suitable for determination of d33 coefficient effectively for piezoelectric samples of any arbitrary geometry without compromising on the accuracy of measured d33.

A semianalytical and finite-element solution to the unbonded contact between a frictionless layer and an FGM-coated half-plane

2017 ◽  
Vol 24 (2) ◽  
pp. 448-464 ◽  
Author(s):  
Jie Yan ◽  
Changwen Mi ◽  
Zhixin Liu
Keyword(s):  
Integral Equation ◽  
Finite Element ◽  
Singular Integral Equation ◽  
Contact Problem ◽  
Singular Integral ◽  
Material Properties ◽  
Elastic Layer ◽  
Coated Substrate ◽  
Receding Contact ◽  
Contact Size

In this work, we examine the receding contact between a homogeneous elastic layer and a half-plane substrate reinforced by a functionally graded coating. The material properties of the coating are allowed to vary exponentially along its thickness. A distributed traction load applied over a finite segment of the layer surface presses the layer and the coated substrate against each other. It is further assumed that the receding contact between the layer and the coated substrate is frictionless. In the absence of body forces, Fourier integral transforms are used to convert the governing equations and boundary conditions of the plane receding contact problem into a singular integral equation with the contact pressure and contact size as unknowns. Gauss–Chebyshev quadrature is subsequently employed to discretize both the singular integral equation and the force equilibrium condition at the contact interface. An iterative algorithm based on the method of steepest descent has been proposed to numerically solve the system of algebraic equations, which is linear for the contact pressure but nonlinear for the contact size. Extensive case studies are performed with respect to the coating inhomogeneity parameter, geometric parameters, material properties, and the extent of the indentation load. As a result of the indentation, the elastic layer remains in contact with the coated substrate over only a finite interval. Exterior to this region, the layer and the coated substrate lose contact. Nonetheless, the receding contact size is always larger than that of the indentation traction. To validate the theoretical solution, we have also developed a finite-element model to solve the same receding contact problem. Numerical results of finite-element modeling and theoretical development are compared in detail for a number of parametric studies and are found to agree very well with each other.

Constitutive Laws for Biomechanical Modeling of Refractive Surgery

1996 ◽  
Vol 118 (4) ◽  
pp. 473-481 ◽  
Author(s):  
Michael R. Bryant ◽  
Peter J. McDonnell
Keyword(s):  
Finite Element ◽  
Material Properties ◽  
Refractive Surgery ◽  
Fiber Optic ◽  
Transverse Isotropy ◽  
Constitutive Laws ◽  
Finite Element Models ◽  
Corneal Refractive Surgery ◽  
Best Fit ◽  
Membrane Inflation

Membrane inflation tests were performed on fresh, intact human corneas using a fiber optic displacement probe to measure the apical displacements. Finite element models of each test were used to identify the material properties for four different constitutive laws commonly used to model corneal refractive surgery. Finite element models of radial keratotomy using the different best-fit constitutive laws were then compared. The results suggest that the nonlinearity in the response of the cornea is material rather than geometric, and that material nonlinearity is important for modeling refractive surgery. It was also found that linear transverse isotropy is incapable of representing the anisotropy that has been experimentally measured by others, and that a hyperelastic law is not suitable for modeling the stiffening response of the cornea.

scholarly journals Bond Between Steel and Self-Compacting Concrete in Composite Tube Columns

2017 ◽  
Vol 63 (2) ◽  
pp. 131-143
Author(s):  
M. Szadkowska ◽  
E. Szmigiera
Keyword(s):  
Vertical Shear ◽  
Self Compacting Concrete ◽  
Composite Tubes ◽  
Research Results ◽  
Composite Tube ◽  
Geometric Factors ◽  
The Impact

Abstract This paper presents research results of composite tubes filled with self-compacting concrete. The impact of the selected materials and geometric factors on resistance to the vertical shear was evaluated in this study. The resistance of the tested members was compared with recommendations given in Eurocode PN-EN 1994-1-1. From the results obtained in the tests it can be deduced that more parameters should be taken into consideration when determining resistance to the vertical shear in the interface between steel and concrete than PN-EN 1994- 1-1 recommends.

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