• 제목/요약/키워드: fibre model

검색결과 105건 처리시간 0.021초

직물 복합재료의 드레이핑 미소 거동 관찰 : 일방향 편향 인장실험과 이축 인장실험 (MICROSCOPIC OBSERVATION OF DRAPED COMPOSITE MATERIALS : Bias Extension and Biaxial Tests)

  • 장승환
    • Composites Research
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    • 제17권1호
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    • pp.38-46
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    • 2004
  • 본 논문의 목적은 탄소섬유 건직물의 토우 구조의 미소 거동과 변형 중의 평면 하중과의 관계를 규명하는 것이다. 평면 하중은 변형 중에 토우들을 재배치하며, 결국에는 잠김 현상을 유발하게 된다. 본 논문에서는 토우 간격, 주름각등의 미소 변형 변수들을 관찰하기 위해 일방향 편향 인장실험과 이축 인장실험을 겪은 시편들을 전단각에 따라 분류하여 현미경을 이용하여 변형 경향을 관찰하였다. 전단각에 따른 변형된 토우 구조의 변화를 간단한 설계 변수 모델을 이용하여 근사하였다.

Axial compressive behaviour of circular CFFT: Experimental database and design-oriented model

  • Khan, Qasim S.;Sheikh, M. Neaz;Hadi, Muhammad N.S.
    • Steel and Composite Structures
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    • 제21권4호
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    • pp.921-947
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    • 2016
  • Concrete Filled Fibre Reinforced Polymer Tube (CFFT) for new columns construction has attracted significant research attention in recent years. The CFFT acts as a formwork for new columns and a barrier to corrosion accelerating agents. It significantly increases both the strength capacity (Strength enhancement ratio) and the ductility (Strain enhancement ratio) of reinforced concrete columns. In this study, based on predefined selection criteria, experimental investigation results of 134 circular CFFT columns under axial compression have been compiled and analysed from 599 CFFT specimens available in the literature. It has been observed that actual confinement ratio (expressed as a function of material properties of fibres, diameter of CFFT and compressive strength of concrete) has significant influence on the strength and ductility of circular CFFT columns. Design oriented models have been proposed to compute the strength and strain enhancement ratios of circular CFFT columns. The proposed strength and strain enhancement ratio models have significantly reduced Average Absolute Error (AAE), Mean Square Error (MSE), Relative Standard Error of Estimate (RSEE) and Standard Deviation (SD) as compared to other available strength and strain enhancement ratios of circular CFFT column models. The predictions of the proposed strength and strain enhancement ratio models match well with the experimental strength and strain enhancement ratios investigation results in the compiled database.

Bond properties of steel and sand-coated GFRP bars in Alkali activated cement concrete

  • Tekle, Biruk Hailu;Cui, Yifei;Khennane, Amar
    • Structural Engineering and Mechanics
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    • 제75권1호
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    • pp.123-131
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    • 2020
  • The bond performance of glass fibre reinforced polymer (GFRP) bars and that of steel bars embedded in Alkali Activated Cement (AAC) concrete are analysed and compared using pull-out specimens. The bond failure modes, the average bond strength and the free end bond stress-slip curves are used for comparison. Tepfers' concrete ring model is used to further analyse the splitting failure in ribbed steel bar and GFRP bar specimens. The angle the bond forces make with the bar axis was calculated and used for comparing bond behaviour of ribbed steel bar and GFRP bars in AAC concrete. The results showed that bond failure mode plays a significant role in the comparison of the average bond stress of the specimens at failure. In case of pull-out failure mode, specimens with ribbed steel bars showed a higher bond strength while specimens with GFRP bars showed a higher bond stress in case of splitting failure mode. Comparison of the bond stress-slip curves of ribbed steel bars and GFRP bars depicted that the constant bond stress region at the peak is much smaller in case of GFRP bars than ribbed steel bars indicating a basic bond mechanism difference in GFRP and ribbed steel bars.

Free vibration analysis of angle-ply laminated composite and soft core sandwich plates

  • Sahla, Meriem;Saidi, Hayat;Draiche, Kada;Bousahla, Abdelmoumen Anis;Bourada, Fouad;Tounsi, Abdelouahed
    • Steel and Composite Structures
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    • 제33권5호
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    • pp.663-679
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    • 2019
  • In this work, a simple four-variable trigonometric shear deformation model with undetermined integral terms to consider the influences of transverse shear deformation is applied for the dynamic analysis of anti-symmetric laminated composite and soft core sandwich plates. Unlike the existing higher order theories, the current one contains only four unknowns. The equations of motion are obtained using the principle of virtual work. The analytical solution is determined by solving the eigenvalue problem. The influences of geometric ratio, modular ratio and fibre angle are critically evaluated for different problems of laminated composite and sandwich plates. The eigenfrequencies obtained using the current theory are verified by comparing the results with those of other theories and with the exact elasticity solution, if any.

견섬유에 대한 Orange II의 이원 수착 (Dual Sorption of Orange II by Silk Fibroin)

  • 탁태문
    • 한국잠사곤충학회지
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    • 제24권2호
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    • pp.81-84
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    • 1983
  • 견사에 대한 산성염료인 Orange II의 평형수착을 pH 2.2 HCl염욕중에서 온도 50$^{\circ}$, 70$^{\circ}$ 및 9$0^{\circ}C$로 변화시켜, 또한 온도 $50^{\circ}C$에서 pH를 1.5, 2.2 및 4.0으로 조절하여 수착식을 검토하였다. pH 1.5 및 2.2에서의 수착식은 이원 model 즉 Langmuir형과 Nernst형의 합으로 표시됨을 알았다. Langmuir 수착평행상수 $K_{L}$ 은 온도의 상승과 pH의 증가에 따라 감소하였고, Nernst분배계수 $K_{P}$ 도 비슷한 경향을 보였다. 수착 반응은 발열반응임을 알 수 있었고 표준 entropy는 정의 값임을 알았다.

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Flexural behaviour of steel beams reinforced by carbon fibre reinforced polymer: Experimental and numerical study

  • Tahar, Hassaine Daouadji;Boussad, Abbes;Abderezak, Rabahi;Rabia, Benferhat;Fazilay, Abbes;Belkacem, Adim
    • Structural Engineering and Mechanics
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    • 제72권4호
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    • pp.409-420
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    • 2019
  • The paper presents the results of an experimental and numerical programme to characterize the behaviour of steel beams reinforcement by composite plates. Important failure mode of such plated beams is the debonding of the composite plates from the steel beam due to high level of stress concentration in the adhesive at the ends of the composite plate. In this new research, an experimental and numerical finite element study is presented to calculate the stresses in the sika carbodur and sika wrap reinforced steel beam under mechanical loading. The main objective of the experimental program was the evaluation of the force transfer mechanism, the increase of the load capacity of the steel beam and the flexural stiffness. It also validated different analytical and numerical models for the analysis of sika carbodur and sika wrap reinforced steel beams. In particular, a finite element model validated with respect to the experimental data and in relation to the analytical approach is presented. Experimental and numerical results from the present analysis are presented in order to show the advantages of the present solution over existing ones and to reconcile debonding stresses with strengthening quality.

Wood Classification of Japanese Fagaceae using Partial Sample Area and Convolutional Neural Networks

  • FATHURAHMAN, Taufik;GUNAWAN, P.H.;PRAKASA, Esa;SUGIYAMA, Junji
    • Journal of the Korean Wood Science and Technology
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    • 제49권5호
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    • pp.491-503
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    • 2021
  • Wood identification is regularly performed by observing the wood anatomy, such as colour, texture, fibre direction, and other characteristics. The manual process, however, could be time consuming, especially when identification work is required at high quantity. Considering this condition, a convolutional neural networks (CNN)-based program is applied to improve the image classification results. The research focuses on the algorithm accuracy and efficiency in dealing with the dataset limitations. For this, it is proposed to do the sample selection process or only take a small portion of the existing image. Still, it can be expected to represent the overall picture to maintain and improve the generalisation capabilities of the CNN method in the classification stages. The experiments yielded an incredible F1 score average up to 93.4% for medium sample area sizes (200 × 200 pixels) on each CNN architecture (VGG16, ResNet50, MobileNet, DenseNet121, and Xception based). Whereas DenseNet121-based architecture was found to be the best architecture in maintaining the generalisation of its model for each sample area size (100, 200, and 300 pixels). The experimental results showed that the proposed algorithm can be an accurate and reliable solution.

Effects of Exogenous Enzymes on Ruminal Fermentation and Degradability of Alfalfa Hay and Rice Straw

  • Yang, H.E.;Son, Y.S.;Beauchemin, K.A.
    • Asian-Australasian Journal of Animal Sciences
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    • 제24권1호
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    • pp.56-64
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    • 2011
  • This study was conducted to evaluate the use of exogenous enzymes as a potential means of improving the ruminal digestion (i.e., degradability) of alfalfa hay and rice straw. Twenty six enzyme-additives were examined in terms of protein concentration and enzymic activities on model substrates. The exogenous enzymes contained ranges of endoglucanase, xylanase, ${\beta}$-glucanase, ${\alpha}$-amylase, and protease activities. Six of the enzyme additives were chosen for further investigation. The enzyme additives and a control without enzyme were applied to mature quality alfalfa hay substrate and subsequently incubated in rumen batch cultures. Five of the enzyme additives (CE2, CE13, CE14, CE19, and CE24) increased total gas production (GP) at 48 h of incubation compared to the control (p<0.05). The two additives (CE14 and CE24) having the greatest positive effects on alfalfa hay dry matter, neutral detergent fibre (NDF) and acid detergent fibre (ADF) degradability were further characterized for their ability to enhance degradation of low quality forages. The treatments CE14, CE24, a 50:50 combination of CE14 and CE24 (CE14+24), and control (no enzyme) were applied to mature alfalfa hay and rice straw. For alfalfa hay, application of the two enzyme additives, alone and in combination, increased GP compared to the control at 48 h fermentation (p<0.05), whereas only CE14 and CE14+24 treatments improved GP from rice straw (p<0.05). Rumen fluid volatile fatty acid concentrations throughout the incubation of rice straw were analyzed. Acetate concentration was slightly lower (p<0.05) for CE14${\times}$CE24 compared to the control, although individually, CE14 and CE24 acetate concentrations were not different from the control. Increases (p<0.05) in alfalfa hay NDF degradability measured at 12 and 48 h of incubation occurred only for CE14 (at 12 h) and for CE14+24 (at 12 and 48 h). Similarly, ADF degradability increased (p<0.05) with CE14 and CE14+24. As for rice straw, increased DM degradability was observed at 12 and 48 h of incubation for all enzyme treatments with an exception for CE14 at 12 h. The degradability of NDF was improved by all the enzyme treatments at either incubation time, while ADF degradability was only enhanced at 48 h. Overall, the enzymes led to enhanced digestion of mature alfalfa and there was evidence of improved digestibility of rice straw, an even lower quality forage.

섬유 보강토벽체의 인장력 평가 및 변형 예측 (Evaluation of Tensions and Prediction of Deformations for the Fabric Reinforeced -Earth Walls)

  • 김홍택;이은수;송병웅
    • 한국지반공학회지:지반
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    • 제12권4호
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    • pp.157-178
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    • 1996
  • 기존의 보강토벽체에 주로 이용되어온 steel strict등 고강도 인장보강재는 주변 뒤채움흙에 비해 상대적으로 변형이 작기 때문에, 설계검토시 과강재 자체에서 유발되는 변형의 크기에 대해서는 크게 유의할 필요가 없었다. 그러나 비교적 저강도인 섬유보강재의 경우, 한계상태에서 예상되는 섬유보강재 자체의 변형량은 주변 뒤채움흙의 소성변형 유발에 필요시 되는 변형량을 종종 초과하게 되며, 이와같은 크기의 과도한 변형량은 보강토벽체 구조체 자체의 안정성 확보 측면에서 허용할 수 없는 경우가 대부분이다. 결국 보증토벽체 구조체의 전면부 발생변위에 대한 일반적인 허용조건을 충족하기 위해서는, 극한강도 보다 훨씬 작은 크기의 강도가 섬유보강재의 경우 발휘하는 것으로 보아야 할 것이며, 따라서 최종적인 구조체 안정검토를 위해서는 보강재 자체의 예상변형량에 대한 평가가 섬유보강재의 경우 특히 중요시 된다. 보강재의 인장응력 -변형률 관계는 강보강재의 경우 선형탄성거동으로 가정할 수 있으나, 섬 유보강재의 경우에는 일반적으로 비 선형거동을 나타낸다. 본 연구에서는 쌍곡선 함수를 이용하여 섬유보강재의 비선형 거동특성을 모델링하였으며,또한 뒤채움흙 다짐으로 인한 유발응력등을 고려하기 위해 Ehrlich SE Mitchell, Duncan등이 제안한 방법을 수정하여 섬유 보강토벽체의 안정 해석법을 제시하였다. 본 안정 해석법 에서는 침투수압의 영향 및 뒤채움흙의 구속효과에 따른 섬유보강재의 부분적인 상대강성 변화 등을 고려하였으며, 이를 토대로 깊이별 각 섬유보 강재의 최대인장력 및 변형량 등의 예측이 가능하다. 본 연구에서는 제시하리라 하는 안정해석법의 적용성을 위해, paraweb polyester fibre multicord, non-woven polyester 지오텍스타일 및 knitted polyester 지오그리드 등 3가지 종류 보강재의 인장응력-변형률 관계 실험결과를 회귀분석하여 쌍곡선 함수형태로 이와같은 섬유보 강재의 비선형거동을 모델링하였다. 또한 이를 토대로 한 븐 연구 해석법의 적합성 검토를 위해, Ho & Rowe가 제시한 유한요소해석결과 및 LCPC, FHWA등에서 시행한 시험결과와 깊이별 각 섬유보강재의 최대인장력,변형량 및 지점별 변형률 등에 대해서도 비교하였다. 아울러 섬유 보강재의 상대강성, 뒤채움흙의 깊이별 구속효과의 정도, 다짐정도 및 침투수압 등이 각 섬유보강재의 변형량 및 전체적인 변형형태 등에 미치는 영향을 종합적으로 분석하였다.

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ADVANTAGES OF USING ARTIFICIAL NEURAL NETWORKS CALIBRATION TECHNIQUES TO NEAR-INFRARED AGRICULTURAL DATA

  • Buchmann, Nils-Bo;Ian A.Cowe
    • 한국근적외분광분석학회:학술대회논문집
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    • 한국근적외분광분석학회 2001년도 NIR-2001
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    • pp.1032-1032
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    • 2001
  • Artificial Neural Network (ANN) calibration techniques have been used commercially for agricultural applications since the mid-nineties. Global models, based on transmission data from 850 to 1050 nm, are used routinely to measure protein and moisture in wheat and barley and also moisture in triticale, rye, and oats. These models are currently used commercially in approx. 15 countries throughout the world. Results concerning earlier European ANN models are being published elsewhere. Some of the findings from that study will be discussed here. ANN models have also been developed for coarsely ground samples of compound feed and feed ingredients, again measured in transmission mode from 850 to 1050 nm. The performance of models for pig- and poultry feed will be discussed briefly. These models were developed from a very large data set (more than 20,000 records), and cover a very broad range of finished products. The prediction curves are linear over the entire range for protein, fat moisture, fibre, and starch (measured only on poultry feed), and accuracy is in line with the performance of smaller models based on Partial Least Squares (PLS). A simple bias adjustment is sufficient for calibration transfer across instruments. Recently, we have investigated the possible use of ANN for a different type of NIR spectrometer, based on reflectance data from 1100 to 2500 nm. In one study, based on data for protein, fat, and moisture measured on unground compound feed samples, dedicated ANN models for specific product classes (cattle feed, pig feed, broiler feed, and layers feed) gave moderately better Standard Errors of Prediction (SEP) compared to modified PLS (MPLS). However, if the four product classes were combined into one general calibration model, the performance of the ANN model deteriorated only slightly compared to the class-specific models, while the SEP values for the MPLS predictions doubled. Brix value in molasses is a measure of sugar content. Even with a huge dataset, PLS models were not sufficiently accurate for commercial use. In contrast an ANN model based on the same data improved the accuracy considerably and straightened out non-linearity in the prediction plot. The work of Mr. David Funk (GIPSA, U. S. Department of Agriculture) who has studied the influence of various types of spectral distortions on ANN- and PLS models, thereby providing comparative information on the robustness of these models towards instrument differences, will be discussed. This study was based on data from different classes of North American wheat measured in transmission from 850 to 1050 nm. The distortions studied included the effect of absorbance offset pathlength variation, presence of stray light bandwidth, and wavelength stretch and offset (either individually or combined). It was shown that a global ANN model was much less sensitive to most perturbations than class-specific GIPSA PLS calibrations. It is concluded that ANN models based on large data sets offer substantial advantages over PLS models with respect to accuracy, range of materials that can be handled by a single calibration, stability, transferability, and sensitivity to perturbations.

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