4.7 Article

Dynamic instability of curved variable angle tow composite panel under axial compression

期刊

THIN-WALLED STRUCTURES
卷 138, 期 -, 页码 302-312

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.tws.2019.02.015

关键词

Dynamic instability; Variable angle tow composite; Bolotin's approach; Generalized differential integral quadrature method; Curved panel

资金

  1. Department of Science and Technology India [DST/INSPIRE/04/2014/000972]
  2. Science Foundation Ireland [Varicomp: 15/RP/2773]

向作者/读者索取更多资源

Variable angle tow (VAT) composites have demonstrated better performance in buckling and post-buckling over straight fiber composites based on the mechanics of load redistribution from critical regions to supported edges. In this work, the dynamic instability behavior of a curved VAT composite panel subjected to periodic axial compression load is investigated. The governing energy functional of a curved symmetric VAT panel under external loading is derived using Donnell's shallow shell theory. Later, the discretized equations of motion are derived using the Rayleigh-Ritz method combined with the generalized differential integral quadrature method (GDIQM). Initially, the pre-buckling problem is solved by applying a uniform compression load to compute the stress resultant distribution which is used to evaluate the buckling load of the curved VAT panel. Subsequently, the dynamic/parametric instability region of a curved VAT panel subjected to periodic axial compression load is determined using Bolotin's first-order approximation. Then, the dynamic instability performance is evaluated for a curved VAT panel with linear fiber angle distribution and compared with straight fiber laminates. Finally, the influence of fiber angle orientation, the radius of curvature, aspect ratio and plate boundary conditions on the dynamic instability of VAT panel is presented.

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

Parameter identification of Bouc-Wen type hysteresis models using homotopy optimization

R. Manikantan, T. Ghosh Mondal, S. Suriya Prakash, C. P. Vyasarayani

Summary: This article introduces the use of the homotopy technique to identify unknown parameters in the hysteresis model of structural members. Through a comparison with global optimization methods, the superiority of the homotopy method in terms of computational effort and convergence efficiency is confirmed.

MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES (2022)

Article Engineering, Civil

Analytical plane-stress recovery of non-prismatic beams under partial cross-sectional loads and surface forces

M. M. S. Vilar, P. Khaneh Masjed, D. A. Hadjiloizi, Paul M. Weaver

Summary: An efficient analytical plane-stress recovery methodology is introduced in this study to accurately predict the stress field in non-prismatic beams under surface forces and non-uniform loads applied to a part of the cross-sectional area. The results show that the developed formulation has high accuracy and the error increases with the taper angle.

ENGINEERING STRUCTURES (2022)

Article Engineering, Aerospace

Design Methods for Variable-Stiffness Super-Ellipsoidal Pressure Vessels Under Thermomechanical Loading

Shahrzad Daghighi, Giovanni Zucco, Paul M. Weaver

Summary: Pressure vessels are widely used in various industries, including hydrogen storage and aircraft fuselages. Designing pressure vessels involves considering factors such as failure performance, weight, and packing efficiency. This study develops an initial design methodology for bend-free super ellipsoids of revolution to withstand both uniform internal pressure and thermal loads.

AIAA JOURNAL (2023)

Article Mechanics

Experimental quality assessment of thermoplastic composite corner regions manufactured using laser-assisted tape placement

Daniel Peeters, David Jones, Ronan O'Higgins, Paul M. Weaver

Summary: Interest in thermoplastic composites in aircraft has been increasing over the past 25 years. Combining winding and laser-assisted tape placement is a promising method to manufacture thermoplastic structures. In this study, a variable stiffness, unitized, integrated-stiffener thermoplastic wingbox was manufactured and tested. The corner regions were found to be critical and testing showed that decreasing the radius increases the corner strength, with an optimum radius existing to withstand maximum unfolding force/moment. The slowest deposition rate with least acceleration during manufacturing resulted in the highest corner strength for the same radius.

COMPOSITE STRUCTURES (2022)

Article Mechanics

Instabilities in a compressible hyperelastic cylindrical channel under internal pressure and external constraints

Sumit Mehta, Gangadharan Raju, S. Kumar, Prashant Saxena

Summary: This paper studies the large deformation and subsequent instability of a thick-walled and compressible hyperelastic cylinder under internal pressure and external constraints. Perturbation theory is used to derive the partial differential equations that govern the bifurcation behaviour, and numerical solutions are obtained to evaluate the critical pressure. The results show that the critical pressure is affected by the wall-thickness and compressibility of the material, and for isotropic materials, the axial direction has lower critical pressure.

INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS (2022)

Article Materials Science, Multidisciplinary

Morphing composite cylindrical lattices with enhanced bending stiffness

Ciarn McHale, Paul M. Weaver

Summary: This study aims to develop a method to increase the bending stiffness of lattice structures while minimizing the increase in mass and stowed volume. This is achieved by using additional composite strips mounted adjacent and concentric to pre-existing strips. The new lattice configuration has a lighter weight and smaller stowed height compared to conventional configurations, but may have reduced stiffness. By increasing the deployed bending stiffness, this work enhances the feasibility of the morphing cylindrical lattice for deployable space structures.

MATERIALS & DESIGN (2022)

Article Chemistry, Applied

Cleavable epoxy networks using azomethine-bearing amine hardeners

Angeliki Chanteli, Marcus O. Conaire, Ruairi Brannigan, Andreas Heise, Paul M. Weaver, Ioannis Manolakis

Summary: This work demonstrates the use of azomethine-bearing diamines as hardeners for epoxy compounds, resulting in cleavable and thermoformable covalent adaptable networks that have comparable properties to conventional epoxy networks.

REACTIVE & FUNCTIONAL POLYMERS (2022)

Article Engineering, Aerospace

Manufacture and Buckling Test of a Variable-Stiffness, Variable-Thickness Composite Cylinder Under Axial Compression

Reece L. Lincoln, Paul M. Weaver, Alberto Pirrera, Rainer M. J. Groh, Evangelos Zympeloudis

Summary: Variable-angle tow (VAT) manufacturing methods, such as rapid tow shearing (RTS), greatly enhance the design possibilities for composite structures by smoothly changing fiber angle and ply thickness. RTS offers numerous advantages over conventional bending-driven steering processes, including improved tessellation, elimination of overlaps or gaps between tows, and prevention of fiber wrinkling or bridging. This study aims to validate previous predictions on the imperfection sensitivity reduction and increased load-carrying capacity of cylindrical shells through the manufacturing and testing of RTS cylinders. The experimental results are compared with high-fidelity finite element models, taking into consideration the geometric and loading imperfections.

AIAA JOURNAL (2023)

Article Mechanics

Folding aerofoil sections exploiting Brazier Phenomena

Aileen G. Bowen, Giovanni Zucco, Paul M. Weaver

Summary: The design of composite flexible hinges using Brazier phenomena can avoid added weight and complexity. This study aims to verify similarities between Brazier phenomena for circular and aerofoil cross-sections through finite element analyses.

COMPOSITE STRUCTURES (2023)

Article Materials Science, Multidisciplinary

Stiffness tailoring in sinusoidal lattice structures through passive topology morphing using contact connections

Venkatesh Sundararaman, Matthew P. O'Donnell, Isaac Chenchiah, Gearoid Clancy, Paul M. Weaver

Summary: Structures with adaptive stiffness characteristics can achieve greater efficiency by reconfiguring their topology. In this study, the potential of using changes in the topology of planar lattice structures is explored to achieve desired adaptivity. The lattice structures can undergo elastic buckling or bending of cell walls, leading to a change in the structure's topology and enhancement of compressive and shear stiffness. Experimental observations correlate well with finite element analysis and analytical stiffness predictions. This topology morphing lattice structure offers a new route to tailor elastic characteristics.

MATERIALS & DESIGN (2023)

Article Materials Science, Multidisciplinary

Asymptotic homogenization of flexoelectric composite plates with periodically varying thickness

A. L. Kalamkarov, D. A. Hadjiloizi, P. M. Weaver, A. Georgiades

Summary: A micromechanical model has been developed for the analysis of structurally periodic flexoelectric plates with periodically varying thickness based on asymptotic homogenization, which can be applied to a variety of thin plate structures.

MATHEMATICS AND MECHANICS OF SOLIDS (2022)

Review Materials Science, Characterization & Testing

A review of NDE techniques for hydrogels

Sasidhar Potukuchi, Viswanath Chinthapenta, Gangadharan Raju

Summary: The rapid advancements in biosensors, soft robotics, and tissue engineering have increased the demand for hydrogels and their composites. However, evaluating the physical, chemical, mechanical, and thermal properties of gels using traditional mechanical tests is difficult due to their low stiffness and slippery nature. Therefore, non-destructive evaluation (NDE) methods have become important. This article reviews various NDE techniques for mechanical evaluation of gels, discussing their advantages, disadvantages, and applications. The article also highlights future directions such as combining techniques, integrating machine learning, and real-time monitoring.

NONDESTRUCTIVE TESTING AND EVALUATION (2023)

Article Engineering, Multidisciplinary

Inverse differential quadrature solutions for free vibration of arbitrary shaped laminated plate structures

Hasan M. Khalid, Saheed O. Ojo, Paul M. Weaver

Summary: The analysis of free vibration behavior is crucial for the design of laminated plate structures. This study presents a novel numerical solution technique to study the dynamic behavior of shear deformable laminated plates. The results demonstrate the effectiveness of the proposed method in different boundary conditions and geometric configurations.

APPLIED MATHEMATICAL MODELLING (2023)

Article Multidisciplinary Sciences

Increasing reliability of axially compressed cylinders through stiffness tailoring and optimization

R. L. Lincoln, P. M. Weaver, A. Pirrera, R. M. J. Groh

Summary: This study explores the capabilities of the rapid tow shearing (RTS) process for reducing the imperfection sensitivity of axially compressed cylindrical shells. RTS enables the in situ manufacturing of embedded rings and stringers by depositing curvilinear carbon fibre tapes. By smoothly blending the material's elastic modulus and wall thickness across the cylindrical surface, the load paths can be redistributed favorably to minimize imperfection sensitivity. The use of a genetic algorithm that incorporates manufacturing imperfections and axial stiffness penalty helps maximize the reliability load of SF and RTS cylinders.

PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES (2023)

Review Energy & Fuels

Progress and Trends in Damage Detection Methods, Maintenance, and Data-driven Monitoring of Wind Turbine Blades-A Review

Kyungil Kong, Kirsten Dyer, Christopher Payne, Ian Hamerton, Paul M. Weaver

Summary: In recent decades, offshore wind energy has experienced significant growth due to the deployment of longer and larger wind turbine composite blades. However, these composite blades are susceptible to damage and defects, requiring thorough condition monitoring and maintenance to ensure structural integrity. Delamination, debonding, and cracks are common types of damage in wind turbine composite blades, influenced by various factors. Regular condition monitoring is necessary to assess performance degradation and reduce maintenance costs. Data-driven inspection with digital twin technology and advanced functional materials show promise in improving monitoring frameworks.

RENEWABLE ENERGY FOCUS (2023)

Article Engineering, Civil

A semi-analytical method for vibration localization of plates integrated with low-frequency plate-type resonators

Jian Xue, Weiwei Zhang, Jing Wu, Chao Wang, Hongwei Ma

Summary: This study integrates a plate-type local resonator with varying free boundaries within a plate to convert the initial low-order global vibration modes into localized vibration modes. A novel semi-analytical method is proposed to analyze the free vibration of the plate with thickness and displacement discontinuities. The results show that by applying free boundary conditions, the low-order localized vibration frequencies can be significantly reduced without affecting the low-order global frequencies.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Bending behavior of 3D printed sandwich structures with different core geometries and thermal aging durations

Merve Tunay

Summary: In recent years, there has been an increasing number of studies on the mechanical properties of sandwich structures manufactured with the Fused Deposition Modeling (FDM) method. However, there is still a lack of experimental data on the mechanical characteristics of FDM-manufactured sandwich structures under different thermal aging durations. In this experiment, the energy absorption capabilities of sandwich structures with different core geometries were investigated under various thermal aging durations. The results showed that the core topology significantly influenced the energy absorption abilities of the sandwich structures.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Design method of axial compression stability for cross-section corrugated plate steel special-shaped column

Zi-qin Jiang, Zi-yao Niu, Ai-Lin Zhang, Xue-chun Liu

Summary: This paper proposes a crosssection corrugated plate steel special-shaped column (CCSC) that improves the bearing capacity and overall stability of structural columns by using smaller material input. Through theoretical analysis and numerical simulation, the overall stability of the CCSC under axial compression is analyzed. The design method and suggestions for the stability of CCSC are put forward. Compared with conventional square steel tube columns, the CCSC has obvious advantages in overall stability and steel consumption.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Protective performance of hybrid triply periodic minimal surface lattice structure

Yong Zhang, Yangang Chen, Jixiang Li, Jiacheng Wu, Liang Qian, Yuanqiang Tan, Kunyuan Li, Guoyao Zeng

Summary: A hybrid TPMS method was proposed to develop a new TPMS structure, and the mechanical properties of different TPMS structures were studied experimentally and numerically. Results showed that the hybrid TPMS structure had higher energy absorption and lower load-carrying capacity fluctuation. Further investigations revealed that the topological shape and material distribution had significant influence on mechanical properties, and the hybrid additive TPMS structure exhibited significant crashworthiness advantage in in-plane crushing condition.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Experimental and analytical studies on a novel double-stage coupling damper

Tongfei Sun, Ye Liu, Kaoshan Dai, Alfredo Camara, Yujie Lu, Lijie Wang

Summary: This paper presents a series of experimental and numerical studies on the performance of a novel double-stage coupling damper (DSCD). The effects of damper configuration, friction-yield ratio (Rfy), and loading protocol on the hysteresis performance of the DSCD are investigated. The test results demonstrate that the arrangement of ribs in the DSCD increases its energy dissipation capacity. Numerical analysis reveals that the length of the friction mechanism and the clearance between the yield segment and the restraining system affect the energy dissipation and stability of the damper.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Elastic local buckling coefficients of I-shaped beams considering flange-web interaction

Jeonghwa Lee, Young Jong Kang

Summary: This study investigates the local buckling behavior and strength of I-shape structural sections by considering flange-web interactions through three-dimensional finite element analysis. The study provides a more reasonable estimation of local buckling strength by considering the ratio of flange-web slenderness and height-to-width ratio, and presents design equations for flange local and web-bend buckling coefficients.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Improvement of Ni-CFRP interfacial properties using compound coupling agent treatment

Yizhe Chen, Wenfeng Xiang, Qingsong Zhang, Hui Wang, Lin Hua

Summary: This study investigates the surface modification of a nickel plate to improve the bonding strength with carbon fiber-reinforced plastics (CFRP). The results show that different surface modification methods, including sandblasting, coupling agent treatment, and compound coupling agent treatment, significantly enhance the bonding strength of CFRP/Ni joints. The research provides insights into improving the connection between nickel and CFRP, as well as other heterogeneous materials.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

A spatial stability theory of thin-walled steel beams pre-stressed by spatially inclined un-bonded cables and its FE formulation

Agha Intizar Mehdi, Fengping Zhang, Moon-Young Kim

Summary: A spatial stability theory of mono-symmetric thin-walled steel beams pre-stressed by spatially inclined cables is derived and its validity is demonstrated through numerical examples. The effects of initial tension, deviator numbers, inclined cable profiles, and bonded/un-bonded conditions on lateral-torsional buckling of the pre-stressed beams are investigated, with a specific emphasis on the effects of increasing initial tension.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Study on structural response of water-back plate under the combined action of shock wave and bubble loads generated by cylindrical charge in deep-water environment

Teng Ma, Jinxiang Wang, Liangtao Liu, Heng Li, Kui Tang, Yangchen Gu, Yifan Zhang

Summary: The structural response of water-back plate under the combined action of shock wave and bubble loads at water depths of 1-300 m was numerically investigated using an arbitrary Lagrange-Euler method. The accuracy of the numerical model was validated by comparing with experimental and theoretical results. The influences of water depth and length-to-diameter ratio of the charge on the combined damage effect were analyzed. The results show that as water depth increases, the plastic deformation energy of the water-back plate decreases, and the permanent deformation mode changes from convex to concave. When the charge has a large length-to-diameter ratio, the plastic deformation energy of the radial plate is higher than that of the axial plate, and the difference decreases with increasing water depth. Increasing the length-to-diameter ratio enhances the combined damage effect in the radial direction in deep-water environments.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Experimental and numerical investigation on cold-formed steel zed section beams with complex edge stiffeners

Qiu-Yun Li, Ben Young

Summary: This paper investigates the flexural performance of CFS zed section members bent about the neutral axis parallel to the flanges through experimental and numerical analysis. The results show that the current direct strength method generally provides conservative predictions for the flexural strength of unstiffened zed section members, but slightly unconservative design for edge-stiffened zed section beams. The nominal flexural strengths of zed section members with edge stiffeners were found to be underestimated by 17% to 21% on average. Modified DSM formulae are recommended for the design of CFS zed section beams.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

A novel non-contact measurement strategy for large-size inflatable structures based on numerical predictions

Weinan Gao, Bo Song, Xueyan Chen, Guochang Lin, Huifeng Tan

Summary: This paper presents a precise method for predicting deformation in large-scale inflatable structures, utilizing finite element modeling and laser scanning technique. The study shows a good agreement between the predictive model and non-contact measurement results.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Experimental study on Q355 steel T-stubs connected through high-strength ring groove rivets

Fei Gao, Zongyi Wang, Rui Zhu, Zhenming Chen, Quanxi Ye, Yaqi Duan, Yunlong Jia, Qin Zhang

Summary: This research investigates the mechanical properties of high-strength ring groove rivet assemblies and the load resistances of riveted T-stubs. Experimental tests reveal that Grade 10.9 rivets have higher yield strength and strain, and lower ultimate strain, making them suitable for high-strength ring groove rivet connections. Increasing the rivet diameter benefits the T-stubs, while increasing the flange thickness is not always advantageous. The Eurocode 3 method is not suitable for T-stubs connected through ring groove rivets, while the Demonceau method is conservative.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Bending behavior of diamane and twisted bilayer graphene: Insights from four-point bending deformation

Shangchun Jiang, Liangfeng Sun, Haifei Zhan, Zhuoqun Zheng, Xijian Peng, Chaofeng Lue

Summary: This study investigates the bending behavior of two-dimensional nanomaterials, diamane and its analogous structure TBGIB, through atomistic simulations. It reveals that diamane experiences structural failure under bending, while TBGIB bends elastically before undergoing structural failure. The study provides valuable insights for the application of these materials in flexible electronics.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Life-cycle assessment and prediction on ultimate capacity of corroded Q690 steel columns with H-section under bi-directional cyclic loading

Qiang Zhang, Jianian Wen, Qiang Han, Hanqing Zhuge, Yulong Zhou

Summary: In this study, the mechanical properties of Q690 steel H-section columns under bi-directional cyclic loads are investigated, considering the time-varying characteristics of corrosion. A refined finite element (FE) model is built to analyze the degradation of mechanical property and failure mechanisms of steel columns with different design parameters during the whole life-cycle. The study proposes a quantitative calculation method for the ultimate resistance and damage index of steel columns, taking into account the ageing effects. The findings emphasize the importance of considering the ageing effects of steel columns in seismic design.

THIN-WALLED STRUCTURES (2024)

Article Engineering, Civil

Magneto-thermo-elastic coupled free vibration and nonlinear frequency analytical solutions of FGM cylindrical shell

Yuda Hu, Qi Zhou, Tao Yang

Summary: The magneto-thermo-elastic coupled free vibration of functionally graded materials cylindrical shell is investigated in this study. The vibration equation in multi-physical field is established and solved using the Hamilton principle and the multi-scale method. The numerical results show that the natural frequency is influenced by various factors such as volume fraction index, initial amplitude, temperature, and magnetic induction intensity.

THIN-WALLED STRUCTURES (2024)