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Research on Fatigue Damage Behavior of Main Beam Sub-Structure of Composite Wind Turbine Blade
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作者 Haixia Kou Bowen Yang +2 位作者 Xuyao Zhang Xiaobo Yang Haibo Zhao 《Structural Durability & Health Monitoring》 EI 2024年第3期277-297,共21页
Given the difficulty in accurately evaluating the fatigue performance of large composite wind turbine blades(referred to as blades),this paper takes the main beam structure of the blade with a rectangular cross-sectio... Given the difficulty in accurately evaluating the fatigue performance of large composite wind turbine blades(referred to as blades),this paper takes the main beam structure of the blade with a rectangular cross-sectionas the simulation object and establishes a composite laminate rectangular beam structure that simultaneouslyincludes the flange,web,and adhesive layer,referred to as the blade main beam sub-structure specimen,throughthe definition of blade sub-structures.This paper examines the progressive damage evolution law of the compositelaminate rectangular beam utilizing an improved 3D Hashin failure criterion,cohesive zone model,B-K failurecriterion,and computer simulation technology.Under static loading,the layup angle of the anti-shear web hasa close relationship with the static load-carrying capacity of the composite laminate rectangular beam;under fatigueloading,the fatigue damage will first occur in the lower flange adhesive area of the whole composite laminaterectangular beam and ultimately result in the fracture failure of the entire structure.These results provide a theoreticalreference and foundation for evaluating and predicting the fatigue performance of the blade main beamstructure and even the full-size blade. 展开更多
关键词 Composite laminate wind turbine blade sub-structure progressive damage analysis user material subroutine cohesive zone model
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Dynamic Response Analysis of Bird Strike on Aircraft Windshield Based on Damage-modified Nonlinear Viscoelastic Constitutive Relation 被引量:7
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作者 Wang Xinjun Feng Zhenzhou Wang Fusheng Yue Zhufeng 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2007年第6期511-517,共7页
Damage-modified nonlinear viscoelastic constitutive equation and failure criterion are introduced and the three-dimensional incremental forms are deduced based on the updated Lagrangian approach. A simple tensile test... Damage-modified nonlinear viscoelastic constitutive equation and failure criterion are introduced and the three-dimensional incremental forms are deduced based on the updated Lagrangian approach. A simple tensile test model and a split Hopkinson pressure bar model are built to verify the accuracy of the subroutine implemented within the non-linear finite element program LS-DYNA. A numerical model of bird strike on windshield is established to study the responses of windshield under three different bird velocities at three sites. The bird is represented by a cylinder with a hemisphere at each end and the contact-impact coupling algorithm is used in this study. It is found that the implemented subroutine can properly describe the mechanical behavior of polymethyl methaerylate under low and high strain rates and large deformation, and can be used validly. 展开更多
关键词 bird strike damage-modified non-linear viscoelastic constitutive relation material subroutine WINDSHIELD strain rate
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Finite element modeling of pavement responses based on stress-dependent properties of asphalt layer
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作者 董尼娅 李昶 倪富健 《Journal of Southeast University(English Edition)》 EI CAS 2015年第3期401-406,共6页
In order to investigate the stress-dependent properties of hot-mix asphalt (HMA),a dynamic modulus test was conducted on a group of AC-20 specimens at various stress states and loading frequencies,respectively.A use... In order to investigate the stress-dependent properties of hot-mix asphalt (HMA),a dynamic modulus test was conducted on a group of AC-20 specimens at various stress states and loading frequencies,respectively.A user-defined material (UMAT )subroutine incorporating stress-dependent constitutive model was developed and finite element (FE)simulation was utilized to confirm the validity of the UMAT.A three-dimensional (3D )FE model for typical pavement structure was established,considering the HMA layer as a stress-dependent material and other layers as linear elastic materials.Periodic load was applied to the pavement model and the pavement responses were calculated,including dynamic modulus distributions,surface deflection,shear stress and tensile strain in the HMA layer,etc.Both test results and FE model predictions indicate that the dynamic modulus of asphalt concrete is sensitive to stress state and loading frequency.Using the nonlinear stress-dependent model results in greater predicted pavement responses compared with the linear elastic model.It is also found that the effects of stress-dependency on pavement responses become more significant as loading frequency decreases. 展开更多
关键词 dynamic modulus test loading frequency stress-dependent model user-defined material (UMAT)subroutine pavement responses
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Effects of Structural Characteristics of a Bionic Dragonfly Wing on Its Low Velocity Impact Resistance 被引量:2
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作者 Azadeh Arjangpay Abolfazl Darvizeh Mehdi Yarmohammad Tooski 《Journal of Bionic Engineering》 SCIE EI CSCD 2018年第5期859-871,共13页
The influence of the structural features of dragonfly wings, including the sandwich-type configuration of longitudinal veins and the longitudinal corrugations, on the impact response of a bio-inspired structure is inv... The influence of the structural features of dragonfly wings, including the sandwich-type configuration of longitudinal veins and the longitudinal corrugations, on the impact response of a bio-inspired structure is investigated. According to experimental observations of the wing morphology, a novel foam-based composite structure is introduced consisting of E-glass/epoxy face-sheets bonded to a polyurethane foam core. A finite element model is employed to simulate the structural responses of the biomimetic structure under low velocity impact. The initiation and evolution of the impact-induced damage in composite skins are simulated by applying a user-defined progressive damage model together with the interracial cohesive law for intra- and inter-laminar damages, respectively. To simulate the nonlinear behavior of the foam core, a crushable plasticity model is implemented. The numerically obtained results are found to correlate with the experimentally measured ones, acquired by drop-weight testing on a bio-inspired structure. It is numerically predicted that reinforcing the structure with the veins gives the more impact load-bearing capacity and the longitudinal corrugation can increase the stiffness and damage resistance of the structure. Effects of the change in impact location, the configuration of the veins and the corrugated angle on damage resistance of the structures are fully discussed. 展开更多
关键词 dragonfly wing bio-inspired structure impact response progressive damage Vectorized User-defined material subroutine
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