Progressive damage of multiple bolt connections in thick composite plates

2017 ◽  
Author(s):  
◽  
Alaaeldin Abdelkader Elsisi

[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Bonded connections are typically preferred for joining composite member. However, when supporting relatively large forces, the thickness and/or size of a composite member can increase, which leads to large forces being transferred through the connection. In such scenarios, bonded connections could become inefficient. Thus, it may become necessary to use bolted joints. Previous research on bolted connections in composite plates depended on empirical and physical approaches. No efficient models exist to represent the 3D progressive damage in bolted thick composite laminates. Therefore, the objective of this dissertation is to develop an efficient model for simulating the progressive damage in bolted composite plates based on simple theories and continuum damage modeling. Published constitutive models were qualified and a group of new 3D constitute models were developed, implemented, and verified to find the most efficient model for the damage behavior of bolted thick composite laminates. In addition, an experimental program was developed to validate the numerical models and to provide a clear understanding of the failure response of thick composite bolted joints. Various parameters were investigated, such as stiffness, strength, clamping force, friction coefficient, and number and arrangement of blots. The experimental program was performed to investigate the behavior of multiple bolts lapped joints. Different off-the-shelf, hand-fabricated, and hybrid laminates were used in conjunction with steel plates to test the connections. Both woven fabrics and unidirectional fibers were used in the laminated plates tested in this dissertation. Hand lay-up was performed to reinforce the transverse direction of the unidirectional ultra-high modulus carbon fiber plies. Inspection of samples during testing showed that the first crack always occurred at the first bolt from the softer plate side (Composite plate), and final crack occurred at the location of the end bolt due to the lack of edge distance. It was found that due to the lateral constrain condition and the lack of secondary stresses, the double lapped joint can carry about 160% of load of the single lapped joint. Although bolted joints with woven fabric laminates exhibited lower failure stresses than the unidirectional fiber laminates, their toughness was larger. To develop an effective tool to calculate the mechanical characteristics of the composite materials, a graphical user interface (GUI) application was developed. It was found that the software is able to predict the experimental results within 5%. A nonlinear Matlab finite element code was developed to simulate the damage of laminated composite plates. A softening model based on the theory of damage mechanics was used. The GUI code was used to calculate the strength of the laminates utilized in this study, which predicted the strength of these laminates within 8%. To develop a 3D global model for bolted joints, which includes the bolts, the washers, the nuts, and all contact surfaces between all these parts, ANSYS software was used as a modeling tool. A group of phenomenal and physical material constitutive models were developed and implemented to enhance the capabilities of ANSYS material models. The developed model results were compared with existing models and existing experimental data. Continuum damage mechanics models (CDMM) provided the best comparison of all developed models. The staggered bolt arrangements in composite-steel plates were studied and compared with various bolting patterns. It was found that the staggered bolts patterns produced horizontal forces that could cause cracks in the composite material. Single and double lapped bolted joints were modeled using the developed CDMM, and the effect of clamping force was studied. It was found that using the composite plate between two steel plates enhanced the favorable effect of the clamping force significantly and decreased the compression damage in the direction of the composite thickness. The strength of the staggered lapped joints was studied in this research. A two dimensional (2D) parametric study was performed to study the effect of the number of bolts. The first bolt was found to have the maximum force, where the bearing damage was localized and initiated. Staggered bolt arrangements were found to cause significant in-plane bending, which should be accounted for during design. The maximum clamping force for a bolted joint was studied and analyzed. According to this study, it is recommended to use a washer hole diameter of less than or equal to the composite plate bolt hole diameter.

Materials ◽  
2020 ◽  
Vol 13 (24) ◽  
pp. 5606
Author(s):  
Guoqiang Gao ◽  
Luling An ◽  
Ioannis K. Giannopoulos ◽  
Ning Han ◽  
Ende Ge ◽  
...  

Finite element numerical progressive damage modelling and simulations applied to the strength prediction of airframe bolted joints on composite laminates can lead to shorter and more efficient product cycles in terms of design, analysis and certification, while benefiting the economic manufacturing of composite structures. In the study herein, experimental bolted joint bearing tests were carried out to study the strength and failure modes of fastened composite plates under static tensile loads. The experimental results were subsequently benchmarked against various progressive damage numerical modelling simulations where the effects of different failure criteria, damage variables and subroutines were considered. Evidence was produced that indicated that both the accuracy of the simulation results and the speed of calculation were affected by the choice of user input and numerical scheme.


1992 ◽  
Vol 19 (2) ◽  
pp. 323-335 ◽  
Author(s):  
Stephen J. Kennedy ◽  
J. J. Roger Cheng

It is apparent from a review of the literature and current research related to the design of ice-resisting walls for offshore structures that there is a need for more efficient designs of these structural elements. The object of this study was to examine an alternate structural element for ice-resisting walls, a flexible composite plate system, which is simple in detail, design, and construction and utilizes the capacity of the section.An exploratory experimental program was undertaken to determine the strength and behaviour of flexible steel–concrete composite sandwich plates, without mechanical shear interconnectors, subject to transverse loads. A series of six composite plate elements, continuous over supporting composite bulkheads and axially restrained, were tested with a four-point load system. The primary variables investigated were plate thickness, which varied from 3.18 to 6.35 mm, and section depth which gave span-to-depth ratios from 15 to 25.Three regions of behaviour of the composite plates were observed: flexural, flexural membrane, and membrane. The flexural capacity is limited by the development of a plastic mechanism, and the ultimate capacity is limited by the tensile–shear strength of the double membrane steel plates. The average maximum centre-span deflection at failure exceeded one-sixth of the span. The characteristics of the flexible composite plates make it a favourable alternative to conventional and semi-rigid composite plate construction. Key words: composite, concrete, ductility, energy absorption, flexible, flexural behaviour, membrane behaviour, plates, steel.


2021 ◽  
Author(s):  
MANISH H. NAGARAJ ◽  
ERASMO CARRERA ◽  
MARCO PETROLO

The objective of the current work is to develop a global-local framework for the progressive damage analysis of composite laminated structures. The technique involves two sequential analyses—an initial low-fidelity 3D-FE based linear analysis of the global structure, followed by the local nonlinear analysis of critical regions where damage is likely to occur. The numerical models used for the local analysis are developed using higher-order layer-wise structural theories obtained via the Carrera Unified Formulation. Composite damage is modelled using the CODAM2 model based on continuum damage mechanics, and the nonlinear problem is solved using explicit time integration schemes. Preliminary assessments are carried out to validate the proposed global-local framework by considering open-hole tensile specimens of quasi-isotropic composite laminates. Both full-scale CUF models and the proposed global-local approach are used to predict the tensile strength of the specimen. It is shown that the obtained results are in good agreement with experiment data, thus validating the framework, and a multi-fold improvement in computational time is demonstrated.


2017 ◽  
Vol 36 (20) ◽  
pp. 1473-1486 ◽  
Author(s):  
Song Zhou ◽  
Yi Sun ◽  
Boyang Chen ◽  
Tong-Earn Tay

The sizes effects on the strengths of open-hole fibre-reinforced composite laminates subjected to tensile loading (OHT) have been investigated widely. However, little attention has been paid to the influence of material orthotropy. This paper presents a progressive damage model for the model failure of notched laminates under tensile loading based on continuum damage mechanics and cohesive elements. The effects of orthotropy on the failure of notched laminates with seven different ply sequences are investigated by our proposed model. The prediction results adopting the Hoffman and Pinho failure criterions to determine matrix damage initiation are compared with the results of experiments. Our proposed models are able to predict the strong influence of orthotropy on strengths of open-hole laminate under tension, and model using Pinho criterion can predict the open-hole tension strength most accurately.


Author(s):  
Shivdayal Patel ◽  
Suhail Ahmad

The low velocity impact on composites has been studied as it leads to serious damage. The damage initiates as an intra ply matrix crack due to shear or bending which propagates further into the interface causing de-lamination between dissimilar plies and fiber breakage. This damage evolves with time and adversely affects the mechanical properties and strength of the composite. Since, multiple cracks in the ply are difficult to track, a progressive damage mechanics approach is used to model this failure. The inter ply failure is modeled using cohesive surfaces between the plies. The low velocity impact on composite plate is studied using finite element method. Impact parameters like velocity of impactor, the mass of the impactor and elastic properties of the material etc. are considered. An explicit central difference integration scheme is used to solve for displacements and impact forces. Progressive damage and failure in composites is modeled; an efficient algorithm has been developed and implemented in the FE code ABAQUS through a user-defined subroutine (VUMAT). Reduced integration yields satisfactory results for the impactor velocity less than or equal to 3 m/s for larger mass impact. However, full integration is recommended to obtain the satisfactory results for the (impactor velocity beyond 3 m/s), high velocity impact involving small masses. For the low velocity impact, the peak contact force and displacement are linear functions of impactor velocity for a constant mass. However, a nonlinear behavior is observed for the variation of mass with a constant striking velocity.


Author(s):  
John Montesano ◽  
Chandra Veer Singh

A major benefit of advanced fiber-reinforced polymer composites is that they can be tailored and optimized to suit a particular structural application by orienting the reinforcing fibers along multiple directions. For practical load-bearing structural components manufactured from multidirectional laminates, predicting their mechanical behaviour is quite complex. This is specifically the case for progressive failure analysis of these materials when subjected to quasi-static or fatigue loading since local cracks will initiate and evolve in multiple directions simultaneously. The difficulty of the problem increases further when these laminates are subjected to complex multiaxial stress states. This is due to the fact that the multidirectional crack state will be subjected to additional crack driving stress components, which will ultimately alter the crack evolution characteristics. A synergistic damage mechanics (SDM) methodology has recently been developed to address these issues in progressive damage analyses of composite laminates containing multiple damage modes and subjected to uniaxial loading [1]. By combining micromechanics and continuum damage mechanics, the SDM methodology provides a rigorous and practical tool for accurate prediction of progressive damage behaviour in composite structures. This is essential for accurately predicting the integrity and durability of practical structures, which will lead to safer and more efficient designs.


2013 ◽  
Vol 716 ◽  
pp. 680-687
Author(s):  
Dong Keon Kim ◽  
Jong Wan Hu

Large deformation problem under dynamic loading has been an issue for mechanical engineer and researcher who study continuum mechanics because of its complex behavior. This study focuses on a large deformation problem based on nonlinear viscoplasticity. Therefore, the Johnson-Cook constitutive model and the Zerilli-Armstrong constitutive model are used to analyze and to understand this stretch example under dynamic loading. Numerical results for stretch example using both constitutive models were compared with the results from ABAQUS/Explicit that considered mesh sensitivity analysis, and were then applied to model failure processes of OFHC copper, with consideration of geometric nonlinearity based on concepts of progressive damage mechanics. This approach helps us to understand and to predict the behavior of large deformation and to perform damage failure analysis.


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