• 제목/요약/키워드: Fibres

검색결과 279건 처리시간 0.026초

Design, fabrication, and performance analysis of a twisted hollow fibre membrane module configuration

  • Palmarin, Matthew J.;Young, Stephanie;Lee, Tsun Ho
    • Membrane and Water Treatment
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    • 제6권1호
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    • pp.15-26
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    • 2015
  • The compact structure and high-quality effluent of membrane bioreactors make them well-suited for decentralized greywater reclamation. However, the occurrence of membrane fouling continues to limit their effectiveness. To address this concern, a unique membrane module configuration was developed for use in a decentralized greywater treatment system. The module featured local aeration directly below a series of inclined membrane bundles, giving the overall module a twisted appearance compared to a module with vertically orientated fibres. The intent of this design was to increase the frequency and intensity of collisions between rising air bubbles and the membrane surface. Material related to the construction of custom-fit modules is rarely communicated. Therefore, detailed design and assembly procedures were provided in this paper. The twisted module was compared to two commercially available modules with diverse specifications in order to assess the relative performance and marketability of the twisted module with respect to existing products. Contaminant removal efficiencies were determined in terms of biochemical oxygen demand, chemical oxygen demand, ammonia, total nitrogen, total phosphorus, and turbidity for each module. Membrane fouling was monitored in terms of permeate flux, transmembrane pressure, and membrane resistance. Following 168 h of operation, the twisted module configuration demonstrated competitive performance, indicating good potential for further development and commercialization.

DGEBA/MDA/SN 계의 파괴 거동 (Fracture behavior of DGEBA/MDA/SN System)

  • 조성우;심미자;김상욱
    • 한국재료학회지
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    • 제3권2호
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    • pp.140-144
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    • 1993
  • 열경화성 에폭시 수지의 물성 중 담약성을 개선하기 위해 새로운 반응성첨가제 succinonitrile(SN)을 Diglycidy1 ether of bisphenol A(DGEBA(-4,4'-methylene dianiline(MDA)계에 도입하여 현재 널리 사용되고 있는 유리섬유 복합재료에 매트릭스로 사용될 경우에 있어서 파괴되는 거동을 미시적으로 고찰하였다. 그 결과 post debond friction 에너지가 파괴 거동을 주도하고 있으며, 다음으로 pull-out에너지 그리고 debonding 에너지 순으로 나타났다. 따라서 파괴 거동에 미치고 있는 중요한 요인은 섬유와 매트릭스 간의 경계면 전단 응력이 크게 좌우함을 알 수 있었으며, 이때 반응성 첨가제 SN은 전단응력을 떨어뜨리는 것으로 고찰되었다.

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셀룰로스 복합소재에서의 수분에 의한 뒤틀림 변형효과를 위한 수치해석적 실험적 연구 (Numerical Analysis and Experimental Measurement of Hygroscopic Warping Effects for Cellulose Fibres)

  • 김병삼;강기준
    • 한국안전학회지
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    • 제19권1호
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    • pp.117-123
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    • 2004
  • 본 연구는 셀룰로스 기반의 복합소재에서의 수분 흡수에 의한 뒤틀림 변형효과를 위하여 변형된 고전 선형 적층판 이론을 바탕으로 실험에 의한 반복 데이터 분석 방법과 수치해석의 방법을 이용하여 연구하였다. 실험적 모델은 Moire Interferometer에 따라 수분 생성, 변형과 변형률 모델을 구현하였으며, 실험에 쓰여진 재료는 셀룰로이드 강화 에폭시를 적층한 재료를 사용하였다. 이러한 수치해석에서 제시된 방법으로 내부응력 변화에 따른 변형의 안정성 모델의 평가 툴을 개발하고, 예측모델을 구현할 수 있다.

Fibre reinforcement in a structurally compromised endodontically treated molar: a case report

  • Soares, Renita;Ataide, Ida de Noronha de;Fernandes, Marina;Lambor, Rajan
    • Restorative Dentistry and Endodontics
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    • 제41권2호
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    • pp.143-147
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    • 2016
  • The reconstruction of structurally compromised posterior teeth is a rather challenging procedure. The tendency of endodontically treated teeth (ETT) to fracture is considerably higher than vital teeth. Although posts and core build-ups followed by conventional crowns have been generally employed for the purpose of reconstruction, this procedure entails sacrificing a considerable amount of residual sound enamel and dentin. This has drawn the attention of researchers to fibre reinforcement. Fibrereinforced composite (FRC), designed to replace dentin, enables the biomimetic restoration of teeth. Besides improving the strength of the restoration, the incorporation of glass fibres into composite resins leads to favorable fracture patterns because the fibre layer acts as a stress breaker and stops crack propagation. The following case report presents a technique for reinforcing a badly broken-down ETT with biomimetic materials and FRC. The proper utilization of FRC in structurally compromised teeth can be considered to be an economical and practical measure that may obviate the use of extensive prosthetic treatment.

초임계 유체 염색기술 적용 PET 섬유의 물리적 및 열적 특성 분석 (A Study of Physical and Thermal Properties of Dyed PET Fiber using Supercritical Fluid Dyeing Technology)

  • 김삼수;오지연;박창표;이상오;이재웅
    • 한국염색가공학회지
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    • 제31권3호
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    • pp.147-154
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    • 2019
  • In this study, poly(ethylene terephthalate)(PET) fibres dyed with Disperse Red 167 using supercritical $CO_2$ technology. The purpose of this study was to investigate relationship between PET fibers and supercritical $CO_2$ during dyeing. The effects of temperature, pressure, dyeing time and mass ratio between the dye and PET in the dyeing chamber were considered. Thermal and mechanical properties of the fibers were investigated. Tensile strength of dyed PET fibers decreased at higher temperature and pressure conditions. DSC and DMA results indicated that the Tg and Tm values decreased significantly when compared to the pure PET fibers. However, uniformly dyed PET fibers were typically observed.

Instantaneous and time-dependent flexural cracking models of reinforced self-compacting concrete slabs with and without fibres

  • Aslani, Farhad;Nejadi, Shami;Samali, Bijan
    • Computers and Concrete
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    • 제16권2호
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    • pp.223-243
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    • 2015
  • Self-compacting concrete (SCC) can be placed and compacted under its own weight with little or no compaction. It is cohesive enough to be handled without segregation or bleeding. Modifications in the mix design of SCC may significantly influence the material's mechanical properties. Therefore, it is vital to investigate whether all the assumed hypotheses about conventional concrete (CC) are also valid for SCC structures. The aim in this paper is to develop analytical models for flexural cracking that describe in appropriate detail the observed cracking behaviour of the reinforced concrete flexural one way slabs tested. The crack width and crack spacing calculation procedures outlined in five international codes, namely Eurocode 2 (1991), CEB-FIP (1990), ACI318-99 (1999), Eurocode 2 (2004), and fib-Model Code (2010), are presented and crack widths and crack spacing are accordingly calculated. Then, the results are compared with the proposed analytical models and the measured experimental values, and discussed in detail.

Modelling and FEA-simulation of the anisotropic damping of thermoplastic composites

  • Klaerner, Matthias;Wuehrl, Mario;Kroll, Lothar;Marburg, Steffen
    • Advances in aircraft and spacecraft science
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    • 제3권3호
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    • pp.331-349
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    • 2016
  • Stiff and light fibre reinforced composites as used in air- and space-craft applications tend to high sound emission. Therefore, the damping properties are essential for the entire structural and acoustic engineering. Viscous damping is an established and reasonably linear model of the dissipation behaviour. Commonly, it is assumed to be isotropic and constant over all modes. For anisotropic materials it depends on the fibre orientation as well as the elastic and thermal material properties. To portray the orthogonal anisotropic behaviour, a model for unidirectional fibre reinforced plastics (frp) has been developed based on the classical laminate theory by ADAMS and BACON starting in 1973. Their approach includes three damping coefficients - for longitudinal damping in fibre direction, damping transversal to the fibres and shear based dissipation. The damping of a laminate is then accumulated layer wise including the anisotropic stiffness. So far, the model has been applied mainly to thermoset matrix materials. In this study, an experimental parameter estimation for different thermoplastic frp with angle ply and cross ply layups was carried out by measuring free vibrations of cantilever beams. The results show potential and limits of the ADAMS/BACON damping criterion. In addition, a possibility of modelling the anisotropic damping is shown. The implementation in standard FEA software is used to study the influence of boundary conditions on the damping properties and numerically estimate the radiated sound power of thin-walled frp parts.

Experimental training of shape memory alloy fibres under combined thermomechanical loading

  • Shinde, Digamber;Katariya, Pankaj V;Mehar, Kulmani;Khan, Md. Rajik;Panda, Subrata K;Pandey, Harsh K
    • Structural Engineering and Mechanics
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    • 제68권5호
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    • pp.519-526
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    • 2018
  • In this article, experimental training of the commercial available shape memory alloy fibre (SMA) fibre under the combined thermomechanical loading is reported. SMA has the ability to sense a small change in temperature (${\geq}10^{\circ}C$) and activated under the external loading and results in shape change. The thermomechanical characteristics of SMA at different temperature and mechanical loading are obtained through an own lab-scale experimental setup. The analysis is conducted for two types of the medium using the liquid nitrogen (cold cycle) and the hot water (heat cycle). The experimental data indicate that SMA act as a normal wire for Martensite phase and activated behavior i.e., regain the original shape during the Austenite phase only. To improve the confidence of such kind of behavior has been verified by inspecting the composition of the wire. The study reveals interesting conclusion i.e., while SMA deviates from the equiatomic structure or consist of foreign materials (carbon and oxygen) except nickel and titanium may affect the phase transformation temperature which shifted the activation phase temperature. Also, the grain structure distortion of SMA wire has been examined via the scanning electron microscope after the thermomechanical cycle loading and discussed in details.

Prediction of compressive strength of GGBS based concrete using RVM

  • Prasanna, P.K.;Ramachandra Murthy, A.;Srinivasu, K.
    • Structural Engineering and Mechanics
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    • 제68권6호
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    • pp.691-700
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    • 2018
  • Ground granulated blast furnace slag (GGBS) is a by product obtained from iron and steel industries, useful in the design and development of high quality cement paste/mortar and concrete. This paper investigates the applicability of relevance vector machine (RVM) based regression model to predict the compressive strength of various GGBS based concrete mixes. Compressive strength data for various GGBS based concrete mixes has been obtained by considering the effect of water binder ratio and steel fibres. RVM is a machine learning technique which employs Bayesian inference to obtain parsimonious solutions for regression and classification. The RVM is an extension of support vector machine which couples probabilistic classification and regression. RVM is established based on a Bayesian formulation of a linear model with an appropriate prior that results in a sparse representation. Compressive strength model has been developed by using MATLAB software for training and prediction. About 70% of the data has been used for development of RVM model and 30% of the data is used for validation. The predicted compressive strength for GGBS based concrete mixes is found to be in very good agreement with those of the corresponding experimental observations.

Effect of steel fibres and nano silica on fracture properties of medium strength concrete

  • Murthy, A. Ramachandra;Ganesh, P.
    • Advances in concrete construction
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    • 제7권3호
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    • pp.143-150
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    • 2019
  • This study presents the fracture properties of nano modified medium strength concrete (MSC). The nano particle used in this study is nano silica which replaces cement about 1 and 2% by weight, and the micro steel fibers are added about 0.4% volume of concrete. In addition to fracture properties, mechanical properties, namely, compressive strength, split tensile strength, and flexural strength of nano modified MSC are studied. To ensure the durability of the MSC, durability studies such as rapid chloride penetration test, sorptivity test, and water absorption test have been carried out for the nano modified MSC. From the study, it is observed that significant performance improvement in nano modified MSC in terms of strength and durability which could be attributed due to the addition pozzolanic reaction and the filler effect of nano silica. The incorporation of nano silica increases the fracture energy about 30% for mix without nano silica. Also, size independent fracture energy is arrived using two popular methods, namely, RILEM work of fracture method with $P-{\delta}$ tail correction and boundary effect method. Both the methods resulted in nearly the same size-independent $G_F$ irrespective of the notch to depth ratio of the same specimen. This shows evidence that either of the two procedures could be used in practice for analysis of cracked concrete structures.