• 제목/요약/키워드: fiber analysis

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Prediction of the Mechanical Properties of Additively Manufactured Continuous Fiber-Reinforced Composites (적층제조 연속섬유강화 고분자 복합재료의 물성 예측)

  • P. Kahhal;H. Ghorbani-Menghari;H. T. Kim;J. H. Kim
    • Transactions of Materials Processing
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    • v.32 no.1
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    • pp.28-34
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    • 2023
  • In this research, a representative volume element (RVE)-based FE Model is presented to estimate the mechanical properties of additively manufactured continuous fiber-reinforced composites with different fiber orientations. To construct the model, an ABAQUS Python script has been implemented to produce matrix and fiber in the desired orientations at the RVE. A script has also been developed to apply the periodic boundary conditions to the RVE. Experimental tests were conducted to validate the numerical models. Tensile specimens with the fiber directions aligned in the 0, 45, and 90 degrees to the loading direction were manufactured using a continuous fiber 3D printer and tensile tests were performed in the three directions. Tensile tests were also simulated using the RVE models. The predicted Young's moduli compared well with the measurements: the Young's modulus prediction accuracy values were 83.73, 97.70, and 92.92 percent for the specimens in the 0, 45, and 90 degrees, respectively. The proposed method with periodic boundary conditions precisely evaluated the elastic properties of additively manufactured continuous fiber-reinforced composites with complex microstructures.

Evaluation of Flexural Strength and Ductility of Hybrid Fiber Reinforced UHSC Flexural Members (하이브리드 강섬유 보강 초고강도 콘크리트 휨파괴형 부재의 강도 및 연성 평가에 관한 연구)

  • Yuh, Ok-Kyung;Bae, Baek-Il
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.6
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    • pp.61-69
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    • 2019
  • In this study, the flexural strength and curvature ductility factor of single and hybrid fiber reinforced ultra high strength concrete flexural members with conventional steel rebar were evaluated by experimental program with 3-UHSC beams. Test specimens were loaded by 4-pointed flexural loading. According to the test results, hybrid fiber reinforced UHPC test specimens had higher moment resisting capacity and ductility. For the safe design of hybrid fiber reinforced UHPC, test specimens were analyzed according to the sectional analysis method with material models suggested by K-UHPC design recommendation. Current K-UHPC design recommendation predict the moment resisting capacity of member conventionally and over-estimated the ductility.

Relationships among Instrumental Tenderness Parameters, Meat Quality Traits, and Histochemical Characteristics in Porcine Longissimus dorsi Muscle

  • Shin, Han-Gyol;Choi, Young-Min;Nam, Yun-Ju;Lee, Sang-Hoon;Choe, Jee-Hwan;Jeong, Da-Woon;Kim, Byoung-Chul
    • Food Science and Biotechnology
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    • v.17 no.5
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    • pp.965-970
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    • 2008
  • The objective of this study was to examine the relationship between instrumental tenderness parameters and histochemical characteristics in the porcine longissimus dorsi muscle, and to investigate a comparison between tenderness parameters such as the Warner-Bratzler shear-force (WBS) and texture profile analysis (TPA). A negative relationship between WBS and fiber area was observed. However, there was no significant relationship between hardness and muscle fiber area. The percentage of fiber type IIb exhibited a positive correlation with hardness. There was a negative relationship between the type IIa composition percentage and hardness. This study showed that some muscle fiber characteristics were related to WBS and TPA parameters, especially hardness.

Development of Fiber Optic BOTDA Sensor for Intrusion Detection (침입탐지를 위한 광섬유 BOTDA 센서의 개발)

  • Kwon, Il-Bum;Kim, Chi-Yeop;Choi, Man-Yong;Yu, Jae-Wang
    • Journal of Sensor Science and Technology
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    • v.10 no.3
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    • pp.163-172
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    • 2001
  • Fiber optic BOTDA (Brillouin Optical Time Domain Analysis) sensor was developed to be able to detect intrusion effect through several ten kilometer optical fiber. Fiber optic BOTDA sensor was constructed with 1 laser diode and 2 electro-optic modulators. The intrusion detection experiment was peformed by the strain inducing set-up installed on an optical table to simulating an intrusion effect. In the result of this experiment, the intrusion effect was well detected as the distance resolution of 3 m through the fiber length of about 4.81 km during 1.5 seconds.

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The Analysis of Light Coupling and Propagation for The Composite Fiber-Dielectric Slab with a Conductor Cladding Using The Three Dimensional Finite Difference-Beam Propagating Method (3차원 FD-BPM을 이용한 측면 연마된 광섬유와 완전도체면 아래의 유전체 사이에서의 결합과 전파 특성의 해석)

  • 권광희;송재원;이동호
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.28 no.9A
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    • pp.754-762
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    • 2003
  • The coupled and propagated property of the composite side-polished fiber and infinite planar waveguide with conductor cladding (PWGCC) is presented by using the 3-D finite difference beam propagating method (FD-BPM) in according to the variety of refractive indexes between the fiber and the infinite planar waveguide. It is also introduced for the technique to be applied at and consisted of the analysis domain of 3-D FD-BPM for the coupling between the side-polished fiber and PWG. It is also compared the properties of coupling between the side-polished fiber and PWGCC with them of the general symmetric and asymmetric PWG without perfect conductor (PEC), which has been investigated by many researcher.

Analysis of side-polished fiber couplers with an intermediate-coupling layer and improvement of their coupling efficiency (중간 결합층이 적층된 측면연마 광섬유 결합기의 해석 및 결합효율 개선)

  • 손경락;김광택
    • Korean Journal of Optics and Photonics
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    • v.15 no.1
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    • pp.28-33
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    • 2004
  • An in-line fiber coupler, based on side-polished single-mode fibers covered with an intermediate coupling layer and a planar waveguide, is analyzed by modeling the interaction region as an equivalent multi-layered planar waveguide. The reflectance for the multi-layered structure with and without buffer layer is illustrated as a function of the refractive index and thickness of the overlay waveguides. When the refractive index of the overlay waveguides is greater than that of the fiber core, the conditions for the intermediate coupling layer to increase the power coupling from the fiber to the overlays is also explained. Through the experimental results using a LiNbO$_3$planar waveguide, we show that the theoretical analysis is reasonable and in good agreement with the measured values.

Yarn Segmentation from 3-D Voxel Data for Analysis of Textile Fabric Structure

  • Shinohara, Toshihiro;Takayama, Jun-ya;Ohyama, Shinji;Kobayashi, Akira
    • 제어로봇시스템학회:학술대회논문집
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    • 2005.06a
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    • pp.877-881
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    • 2005
  • In this paper, a novel method for analyzing a textile fabric structure is proposed to segment each yarn of the textile fabric from voxel data made out of its X-ray computed tomography (CT) images. In order to segment the each yarn, directions of fibers, of which yarn consists, are firstly estimated by correlating the voxel with a fiber model. Second, each fiber is reconstructed by clustering the voxel of the fiber using the estimated fiber direction as a similarity. Then, each yarn is reconstructed by clustering the reconstructed fibers using a distance which is newly defined as a dissimilarity. Consequently, each yarn of the textile fabric is segmented from the voxel data. The effectiveness of the proposed method is confirmed by experimentally applying the method to voxel data of a sample plain woven fabric, which is made of polyester two folded yarn. The each two folded yarn is correctly segmented by the proposed method.

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Simulation of Prestressed Steel Fiber Concrete Beams Subjected to Shear

  • Lu, Liang;Tadepalli, P.R.;Mo, Y.L.;Hsu, T.T.C.
    • International Journal of Concrete Structures and Materials
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    • v.10 no.3
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    • pp.297-306
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    • 2016
  • This paper developed an analytical software, called Simulation of Concrete Structures (SCS), which is used for numerical analysis of shear-critical prestressed steel fiber concrete structures. Based on the previous research at the University of Houston (UH), SCS has been derived from an object-oriented software framework called Open System for Earthquake Engineering Simulation (OpenSees). OpenSees was originally developed at the University of California, Berkeley. New module has been created for steel fiber concrete under prestress based on the constitutive relationships of this material developed at UH. This new material module has been integrated with the existing material modules in OpenSees. SCS thus developed has been used for predicting the behavior of the prestressed steel fiber concrete I-beams and Box-beams tested earlier in this research. The analysis could well predict the entire behavior of the beams including the elastic stiffness, yield point, post-yield stiffness, and maximum load for both web shear and flexure shear failure modes.

Three-Dimensional Flow Analysis for Compression Molding of Unidirectional Fiber-Reinforced Polymeric Composites with Slip Between Mold and Material (섬유강화 플라스틱 복합재의 압축성형에 있어서 이방성과 금형-재료계면의 미끄럼을 고려한 3차원 유한요소해석)

  • Yoon, Doo-Hyun;Jo, Seon-Hyung;Kim, E-Gon
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.23 no.7 s.166
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    • pp.1075-1084
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    • 1999
  • The family of unidirectional continuous fiber reinforced polymeric composites are currently used in automotive bumper beams and load floors. The material properties and mechanical characteristics of the compression molded parts are determined by the curing behavior, fiber orientation and formation of knit lines, which are in turn determined by the mold filling parameters. In this paper, a new model is presented which can be used to predict the 3-dimensional flow under consideration of the slip of mold-composites and anisotropic viscosity of composites during compression molding of unidirectional fiber reinforced thermoplastics for isothermal state. The composites is treated as an incompressible Newtonian fluid. The effects of longitudinal/transverse viscosity ratio A and slip parameter $\alpha$ on the buldging phenomenon and mold filling patterns are also discussed.

Buckling analysis of filament wound composite cylindrical shell for considering the filament undulation and crossover

  • Guo, Zhangxin;Han, Xiaoping;Guo, Meiqing;Han, Zhijun
    • Structural Engineering and Mechanics
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    • v.55 no.2
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    • pp.399-411
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    • 2015
  • The buckling equations of filament wound composite cylindrical shell are established. The coefficients $K_{ij}$ and $L_{ij}$ of the buckling equations are determined by solving the equations. The geometric analysis and the effective stiffness calculation for the fiber crossover and undulation region are respectively accomplished. Using the effective stiffness of the undulation region, the specific formulas of the coefficients ${K^{\prime}}_{ij}$ and ${L^{\prime}}_{ij}$ of the buckling equations are determined. Numerical examples of the buckling critical loads have been performed for the different winding angles and stacking sequences cylindrical shell designs. It can be concluded that the fiber undulation results in the less effect on the buckling critical loads $P_{cr}$. $P_{cr}$ increases with the thickness-radius ratio. The effect on $P_{cr}$ due to the fiber undulation is more obvious with the thickness-radius ratio. $P_{cr}$ decreases with the length-radius ratio. The effect on $P_{cr}$ due to the fiber undulation can be neglected when the ratio is large.