Дисертації з теми "Reinforcement fabrics"
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Peled, Alva, Zvi Cohen, Steffen Janetzko, and Thomas Gries. "Hybrid Fabrics as Cement Matrix Reinforcement." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77694.
Повний текст джерелаAlami, Fikri. "CFRP fabrics as internal reinforcement in concrete beams." Thesis, University of Southampton, 2017. https://eprints.soton.ac.uk/418337/.
Повний текст джерелаGeorgallides, Christoforos. "Design production assessment of multilayer fabrics for composite materials reinforcement." Thesis, University of Manchester, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.603311.
Повний текст джерелаBU, JLDAIN HAFETH. "Behaviour and Inspection of Novel Non-Crimp Dry Thick Reinforcement Fabrics." Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32383.
Повний текст джерелаKostova, Kaloyana Zdravkova. "Design and constructability of fabric-formed concrete elements reinforced with FRP materials." Thesis, University of Bath, 2016. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.707574.
Повний текст джерелаLi, Mengru. "Development and characterization of 3D warp interlock fabrics as reinforcements for protective solutions against stabbing." Thesis, Lille, 2021. http://www.theses.fr/2021LILUI010.
Повний текст джерелаAn increasing demand for materials used for stab protection has been expressed to provide more protective, flexibility and lightweight. Researchers have mainly focused on studies about stab resistance of soft body armour based upon technical textile fibres and 2D fabrics. However, the soft protective materials based on 3D fabrics have been rarely study in recent research works, especially those revealing that 3D woven architectures can play a decisive role during stab impact. 3D warp interlock fabrics (3DWIFs) can be used in a soft vest for anti-stab applications. The overall aim of this current research has been oriented to explore different design of 3DWIFs that provide the more efficient protective solution. Hence, this thesis has been concentrated on both the manufacturing process parameters and the resulted product parameters of the 3DWIFs made with HMWPE yarns. The production process parameters have been studied to optimize the manufacturing and the mechanical properties of 3DWIFs. The product parameters of 3DWIFs have been investigated to find the optimized combination for the best protective resistance against stabbing. The four main categories of 3D warp interlock fabrics architectures as : A/T, A/L, O/T, and O/L, were woven by twisted high molecular weight polyethylene (HMWPE) yarns. The mechanical characteristics of 3DWIFs were systematically tested and compared. Besides, a dedicated experimental study has been performed on 3DWIFs submitted to low-speed impact, including single-stab and double-stab properties in terms of depth of penetration and trauma. The double-pass stabbing tests are complementary to single-pass stabbing tests. It was experimentally concluded that the orthogonal/through-the-thickness interlock fabric has a good stab resistance. Meanwhile, the links among stab resistance, physical properties, and mechanical properties of 3DWIFs have been analysed
Wu, Zijie. "Damage tolerance study of carbon fibre/RTM6 composites toughened with thermoplastic-coated fabric reinforcement." Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/damage-tolerance-study-of-carbon-fibrertm6-composites-toughened-with-thermoplasticcoated-fabric-reinforcement(0a596f56-3143-4bf0-993f-34ee773518c9).html.
Повний текст джерелаBillows, Trevor Norman Stanley. "Flexural strengthening of reinforced concrete beams with fabric reinforced cementitious mortar : effect of reinforcement ratios." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/60139.
Повний текст джерелаApplied Science, Faculty of
Engineering, School of (Okanagan)
Graduate
Navidpour, Mansour. "Reinforced Concrete Shear Walls with Welded Wire Grids as Boundary Element Transverse Reinforcement." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/37702.
Повний текст джерелаArab, Rabah. "Modélisation des massifs renforcés sollicités localement en tete." Grenoble 1, 1997. http://www.theses.fr/1997GRE10001.
Повний текст джерелаOrdija, James Louis. "Structural Performance of Fiber-Reinforced and Welded Wire Fabric-Reinforced Concrete Composite Slabs." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/40539.
Повний текст джерелаMaster of Science
Zahid, Bilal. "Riot helmet shells with continuous reinforcement for improved protection." Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/riot-helmet-shells-with-continuous-reinforcement-for-improved-protection(ef2e889d-28c0-42b7-8fd6-20b290e1563e).html.
Повний текст джерелаLala, Rakotoson Serge Joseph. "Les interfaces géosynthétiques sous faible confinement au plan incliné." Université Joseph Fourier (Grenoble), 1998. http://www.theses.fr/1998GRE10038.
Повний текст джерелаGiraud, Hubert. "Renforcement des zones d'effondrement localisé : modélisations physique et numérique." Université Joseph Fourier (Grenoble ; 1971-2015), 1997. http://www.theses.fr/1997GRE10199.
Повний текст джерелаHohner, Robin, and Ekengren André. "Study Of Belts Acting As A Positioning System For Interconnected Gripping Tools In Tube Filling Machines." Thesis, Linnéuniversitetet, Institutionen för maskinteknik (MT), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77221.
Повний текст джерелаGries, Thomas, Steffen Janetzko, and Plamen Kravaev. "Textile Verstärkungsstrukturen – Übersicht der Forschungsaktivitäten im Rahmen des SFB 532." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77778.
Повний текст джерелаNajjar, Walid. "Contribution à la simulation de l'emboutissage de préformes textiles pour applications composites." Phd thesis, Paris, ENSAM, 2012. http://pastel.archives-ouvertes.fr/pastel-00841194.
Повний текст джерелаDecrette, Mathieu. "Tissage Jacquard : étude de paramètres et optimisation du tissage 3D haute densité." Thesis, Mulhouse, 2014. http://www.theses.fr/2014MULH7952.
Повний текст джерелаWeaving basic structure is an orthogonally interlaced yarns plane, produced thanks to weft insertion across parallel warp yarns. Shedding is a major step for shed generation by warp yarns separation. Shedding may generate warp yarns interactions and yarn structure degradations because of density. Such a phenomenon becomes major with composite high density woven reinforcement where degradations and final product mechanical properties loss may become considerable. With high performance composites market growth, weaving process needs to be improved.A Jacquard shedding mechanism has been employed for high density multilayer woven fabric weaving optimization, as this technique enables warp yarns individual motorized driving with very particular shedding parameters. In this research, Jacquard shedding parameters have been studied so that their effects on the weaving process may be brought to light, with a specific weaving machine dedicated to multilayer weaving, where polyester multifilament yarns are used.It has been observed that high density multilayer weaving produces friction and many degradations during shedding between filaments because of the fibrillation phenomenon. Fibrillation has been examined and understood thanks to the observation of its evolution according to Jacquard shedding parameters. It has been the basis for optimal weaving parameter configurations which may be used for woven reinforcements composites quality improvement
Janetzko, Steffen, Thomas Gries, and Till Büttner. "Preforming von textilen Bewehrungsstrukturen für Sandwichbauteile." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244042345137-27083.
Повний текст джерелаOliveira, Jorge Fernando de Sousa. "Pl?sticos refor?ados a base de tecidos h?bridos: efeitos da anisotropia e geometria normativa na caracteriza??o mec?nica e da fratura." Universidade Federal do Rio Grande do Norte, 2013. http://repositorio.ufrn.br:8080/jspui/handle/123456789/12868.
Повний текст джерелаCoordena??o de Aperfei?oamento de Pessoal de N?vel Superior
As most current studies, reinforced plastics have been, in recent years, a viable alternative in building structural elements of medium and large, since the lightness accompanied by high performance possible. The design of hybrid polymer composites (combination of different types of reinforcements) may enable structural applications thereof, facing the most severe service conditions. Within this class of composite materials, reinforced the underlying tissues hybrid high performance are taking space when your application requires high load bearing and high rigidity. The objective of this research work is to study the challenges in designing these fabrics bring these materials as to its mechanical characterization and fracture mechanisms involved. Some parameters associated with the process and / or form of hybridization stand out as influential factors in the final performance of the material such as the presence of anisotropy, so the fabric weave, the process of making the same, normative geometry of the specimens, among others. This sense, four laminates were developed based hybrid reinforcement fabrics involving AS4 carbon fiber, kevlar and glass 49-E as the matrix epoxy vinyl ester resin (DERAKANE 411-350). All laminates were formed each with four layers of reinforcements. Depending on the hybrid fabric, all the influencing factors mentioned above have been studied for laminates. All laminates were manufactured industrially used being the lamination process manual (hand-lay-up). All mechanical characterization and study of the mechanism of fracture (fracture mechanics) was developed for laminates subjected to uniaxial tensile test, bending in three and uniaxial compression. The analysis of fracture mechanisms were held involving the macroscopic, optical microscopy and scanning electron microscopy
Conforme estudos mais atuais, os pl?sticos refor?ados v?m sendo, nos ?ltimos anos, uma alternativa vi?vel na constru??o de elementos estruturais de m?dio e grande porte, desde que a leveza acompanhada de alto desempenho seja poss?vel. A concep??o de comp?sitos polim?ricos h?bridos (combina??o entre tipos diferentes de refor?os) pode possibilitar aplica??es estruturais dos mesmos, frente ?s mais adversas condi??es de servi?os. Dentro dessa classe de materiais comp?sitos, os refor?ados a base de tecidos h?bridos de alto desempenho v?m tomando espa?o quando a sua aplica??o requer alto suporte de carga e alta rigidez. O objetivo desse trabalho de investiga??o ? o estudo da influ?ncia que esses tecidos trazem na concep??o desses materiais quanto a sua caracteriza??o mec?nica e mecanismos de fratura envolvidos. Alguns par?metros associados ao processo e/ou forma de hibridiza??o se destacam como fatores influenciadores no desempenho final do material tais como a presen?a de anisotropia, forma da trama tecido, processo de confec??o dos mesmos, geometria normativa dos corpos de prova, entre outros. Neste sentido, quatro laminados comp?sitos foram desenvolvidos ? base de tecidos de refor?os h?bridos envolvendo fibras de carbono AS4, kevlar 49 e vidro-E e como matriz a resina ep?xi ?ster vin?lica (DERAKANE 411-350). Todos os laminados comp?sitos foram constitu?dos com quatro camadas de refor?os. Dependendo do tipo de tecido h?brido, todos os fatores influenciadores acima mencionados foram estudados para os laminados. Todos os laminados foram fabricados industrialmente sendo empregado o processo de lamina??o manual (hand-lay-up). Todo o estudo da caracteriza??o mec?nica e do mecanismo de fratura (fratura mec?nica) foi desenvolvido para os laminados submetidos aos ensaios mec?nicos de tra??o uniaxial, flex?o em tr?s e compress?o uniaxial. As an?lises dos mecanismos de fratura foram realizadas envolvendo a macroscopia, microscopia ?tica e eletr?nica de varredura
Ben, Ramdane Camélia. "Etude et modélisation du comportement mécanique de CMC oxyde/oxyde." Thesis, Bordeaux, 2014. http://www.theses.fr/2014BORD0077/document.
Повний текст джерелаOxide/oxide CMCs are good candidates for thermostructural applications. Themechanical behaviour and damage mechanisms of two alumina/alumina composites with two andthree dimensional woven reinforcements were studied and compared. The microstructure of theseweak matrix CMCs was characterized by porosimetry and NDT methods, such as IR thermography,ultrasound scanning and X-ray tomography, which highlighted initial defects. The mechanicalbehaviour was studied through tensile tests, as well as compression tests in the case of the twodimensionalreinforced CMC. These tests were conducted at room temperature, in the fibres directionsand in the ±45° direction. In order to fully exploit these tests, several extensometry and damagemonitoring methods, such as IR thermography and acoustic emission, were used. Young’s moduli andmaximum stresses and strains of the two-dimensional reinforced CMC developed at Onera appearedto be higher than those available in the literature. The damage mechanisms of the materials weredetermined by post mortem SEM observations and in situ testing in a SEM, which made it possible toassess the nocivity of initial defects. Studying the mechanical behaviour of these composites finallyenabled the development of a three-dimensional damage model that will facilitate the furtherdevelopment of such materials, through finite element analysis. Finally, some improvements regardingthe manufacturing processes and the instrumentation for damage monitoring were suggested forfuture studies
Jen, Lin Fu, and 林甫人. "Shear Behavior of Prestressed Concrete Beams with Welded Wire Fabric as Shear Reinforcement." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/36267316514294835849.
Повний текст джерелаRong, Li Chia, and 李嘉榮. "Flexural Behavior of Prestressed Concrete Beams with Welded Wire Fabric as Shear Reinforcement." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/42999780114141284838.
Повний текст джерелаRIEDEL, DOUGLAS WAYNE. "FATIGUE STRENGTH OF PRESTRESSED CONCRETE T-BEAMS WITH WELDED WIRE FABRIC AS SHEAR REINFORCEMENT." Thesis, 1986. http://hdl.handle.net/1911/13192.
Повний текст джерелаPincheira, Jose A. "Welded wire fabric as shear reinforcement in concrete T-beams subjected to cyclic loading." 1988. http://hdl.handle.net/1993/16782.
Повний текст джерелаXuan, Xiao Yi. "Effectiveness of welded wire fabric as shear reinforcement in pretensioned prestressed concrete T-beams." 1987. http://hdl.handle.net/1993/24309.
Повний текст джерелаLee, Rung-Fu, and 李榮富. "Shear behavior of high strength concrete beams with welded wire fabric as shear reinforcement." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/97244201052942142159.
Повний текст джерелаPeng, Shih-Ming, and 彭世明. "Flexural Behavior of High Strength Concrete Beams with Welded Wire Fabric as Shear Reinforcement." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/16043674045255197306.
Повний текст джерелаChen, Da-Ming, and 陳大明. "Flexural Behavior of Reinforced Concrete Columns with Welded Wire Fabric as Shear Reinforcement under Cyclic Loading." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/02358440076759929188.
Повний текст джерела國立中興大學
土木工程學系
85
Abstract The purpose of this study is to investigate the flexural behaviorof concrete columns with welded wire fabric as shear reinforcement under constant axial load and cyclic lateral load . A total of ten column specimens were made in this study . The size of specimens was300mm×300mm×4500mm . The variables included were concrete strength、loading type、amount of transverse reinforcement、type of transversereinforcement、level of axial load and arrangement of transverse reinforcement . The results showed that strengths predicted by ACI Code were conservative . Cyclic loading on column would not reduce the maximumstrength but would reduce the ductility tremendously . Flexural strength、 ductility、crack control、strength and stiffness degradation of columns with welded wire fabric were about the same as columns withconventional transverse reinforcement . Capability of energy dissipationof columns with WWF was higher than that of conventional columns .WWFcan be adopted in concrete columns due to its construction ease .
Chang, Kung-Min, and 張恭銘. "Shear Strength of Reinforced Concrete Beams with Welded Wire Fabric as Shear Reinforcement under Cyclic Loading." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/51450126086001863232.
Повний текст джерела國立中興大學
土木工程學系
84
The purpose of the study is to investigate the shear strength of reinforced concrete beams with welded wire fabric as shear reinforcement under cyclic loading. A total of thirteen beam specimens were made. Twelve specimens contained welded wire fabric while the other one contained conventional shear reinforcement. The parameters included concrete strength, shear span to depth ratio, amount of tension reinforcement, ratio of negative steel to positive steel and amount of shear reinforcement. The results show that shear strengths at cracking of beams with welded wire fabric are larger than those of beams with conventional shear reinforcement, while ultimate shear strengths of both type of beams are about the same. Beams with welded wire fabric showed better crack control than beams with conventional shear reinforcement. Cracking strength and ultimate strength of beams under cyclic loading are much lower than those of beams under monotonic loading. The ACI provisions apply if the upper limit of 60000 psi design shear strength is still valid.
Wu, Wen Ching, and 吳文欽. "Flexural Behavior of Reinforced Concrete Beams with Welded Wire Fabric as Shear Reinforcement under Cyclic Loading." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/98739789868980856486.
Повний текст джерела國立中興大學
土木工程學系
84
Abstract The purpose of this study is to investigate the flexural behavior of reinforced concrete beams with welded wire fabric as shear reinforcement under cyclic loading. Atotal of fourteen beam specimens were made. Twelve contained welded wire fabric as shear reinforcement while the other two contained conventional shear reinforcement. The parameters included concrete strength, shear span to depth ratio, spacing of shear reinforcement, ratio of positive steel to negative steel, amount oftension reinforcement and loading history。 The results show that beams with welded wire fabric have less ductility than beams with conventional shear reinforcement. Beams with WWF have better crack control than those with conventional shear reinforcement. Beams with WWF showed faster deterioration than those with conventional shear reinforcement in strength and stiffness. Increase of amount of shear reinforcement and negative steel will increase the energy dissipation capacity。
王熒顯. "Shear Strength of Reinforced Concrete Colimns with Welded Wire Fabric as Shear Reinforcement under Cyclic Loading." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/58019898394836924770.
Повний текст джерела國立中興大學
土木工程研究所
86
The purpose of this study is to investigate the shear behavior of concrete columns with welded wire fabric (WWF) as shear reinforcement under cyclic loading. A total of twelve column specimens were made in this study. Eleven of the specimens contained WWF while the other one contained conventional shear reinforcement. The variables included in this study were concrete strength, shear span ratio, axial load, anchorage of ties, amount of shear reinforcement and loading type. The results showed that the ultimate shear strengths of columns with WWF were higher than that of conventional column. Both strengths at cracking and ultimate of columns increased with concrete strength, axial force, while reducing shear span ratio increased the shear strengths. Cyclic loading reduced the shear strengths tremendously. Efficiency of WWF shear reinforcement was higer than conventional shear reinforcement. Use of one longitudinal wire welded to the end of 90° hook of ties provided enough anchorage and thus may ease the construction difficulty result from the 135° hook required by current ACI Code.
Xiong, Jun. "An investigation into reducing time dependent creep of a polyethylene geotextile using glass fiber yarns." 2014. http://hdl.handle.net/1993/23268.
Повний текст джерелаBOMPADRE, FRANCESCA. "Surface modification of fabric reinforcements for frcm systems: effect on the mechanical properties and durability." Doctoral thesis, 2021. http://hdl.handle.net/11566/290207.
Повний текст джерелаOver the last decades Fabric Reinforced Cementitious Matrix (FRCM) systems have gained great interest as a promising technique for the reinforcement and rehabilitation of concrete and masonry structures. However, due to the lack of anecdotal information or documented long-term performance, at present relatively few is known about the durability of these materials under different environmental exposure. Therefore, a comprehensive understating of the different mechanisms responsible for the deterioration of FRCM systems over time is still an issue. This is due to the different kind of environmental stress that the composite may have to withstand during its life, and on the great varieties of materials (cementitious matrices and fabrics) that can be employed. Moreover, when textile are modified with some kind of coatings, as it has been proposed by different studies to improve the mechanical properties of the composite, the overall performance of the composite over time will also be affected by the different kind of coatings possibly applied. The primary aim of this work is to understand how different techniques, proposed in the literature for the modification of FRCM reinforcements, influence the ability of the composite to withstand environmental exposures. Secondary, different coatings based on a Carboxylated Styrene Butadiene (SB) polymer formulated with increasing percentage of nanoclay were investigated as modification technique to obtain a composite with improved mechanical properties and durability. Chemically stable carbon fibers as well as AR-glass fibers, which are known to undergo chemical degradation in alkaline environments, have been used. Carbon fibers have been modified with an oxidative solution, a nanosilica coating and an epoxy coating. The experimental nanoclay-SB coatings were applied on AR-glass fibers specifically spun for this project at the Leibniz Institut für Polymerforschung Dresden (IPF), where part of this work has been conducted. Durability test on commercially available reinforcements were also conducted using a Styrene Butadiene preimpregnated AR-glass fabric. Aging protocols adopted include immersion in saltwater and alkaline solution and freeze–thaw cycles. Tests were performed on both the composite material and its components. Compressive and three point bending test were employed to evaluate the change in the matrix properties after environmental exposure. Ionic chromatography and X-ray diffraction (XRD) were used to investigate possible change in the chemical composition of the matrix. Tensile test on single yarn and pull-out test were respectively employed to evaluate the effect of different coatings on the durability of the reinforcement and the composite. Characterization of the composite based on the AR-Glass commercial fabric were performed on FRCM coupons. For the IPF fibers single fiber tensile test and quasi-static single fiber pull-out test were also performed. FTIR, TGA, DSC, XRD, SEM-EDX and AFM analysis were employed for the characterization of the coatings as well as the surfaces of the modified fibers. In general, it could be observed that the chemical stability of the reinforcement plays a minor role on the durability of the composites, and that no conclusion on the ability of the composite to withstand different environmental exposure can be drawn on the base of the components’ behavior. Epoxy resin and nanosilica coatings were both found to improve the interaction of the reinforcement with the matrix and simultaneously preserve the mechanical properties of the composite over time. For the nanoclay coatings an increase in the pull-out load was observed for high amount of nanoclay. However, the best results in terms of polymer-matrix interaction and durability were obtained with the addition of 5% of nanoclay in the polymeric coating.
Lin, Yu-Che, and 林裕哲. "The Research on Marketing Structure and Behavior:The Comparative Analysis between Fiber Reinforcement Plastic and Electrical Glass Fabric." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/44682212175472622779.
Повний текст джерела國立臺灣大學
國際企業學研究所
92
Composite material is made of 2 or above kinds of chemical & engineering raw material with excellent strength at a light weight. Take resin and reinforcement material for example, they can be combined into reinforcement plastics, which is one type among composite material. However, accompanying with the changing of international environment, shift abroad has become an hot issue of enterprises management in recent years and polymer composite is no exception. So far, manufacturing basement of tennis racket and golf instruments have shifted abroad, and PCB is on its way to Mainland China step by step. As a result, how to take advantage of China’s workforce, to strengthen our capability and to prevent its inanition are the serious topics to get foothold in Taiwan. Therefore, choosing fiberglass industry in Taiwan as my object of research, ranged from traditional fiberglass reinforcement plastics ( including thermoplastic and thermosetting plastics ) to electrical fabric market, there is obvious difference in price, scale and capability between fiber and fabric, which are made of glass, while the development of Taiwanese fiberglass industry has been learned. Therefore, the thesis takes the concept of Structure-Conduct-Performance (SCP) from industrial economics as a basis of my research and introduces the concepts of marketing segmentation from STP marketing, competitive strategy from Porter to be the variables of business behavior to observe both strategy and marketing positioning and realized marketing mix in order to find the difference of marketing strategy and structure between each company, to connect with their specific performance to find the difference and critical factor of the reason. Then, the last will take a further analysis to differentiate the structure, behavior, and performance between FRP and electrical fabric glass market in order to map out future development for related firms. According to conceptual logic framed in the context, empirical results show the following. 一、Marketing Structure and Strategic Behavior 1.The degree of competition between firms in electrical fabric market is mainly affected by market concentration, vertical integration, and product differentiation. 2.Marketing segmentation strategy toward both FRP & Fabric markets is not affected by the degree of competition. 3.Development of product property in marketing strategy is related to production differentiation in marketing structure. 二、Marketing Strategy and Competitive Stagegy 1.Marketing segmentation strategy is related to business competitive strategy. 2.The higher degree of production differentiation in market structure will make brand effect more critical. 三、Implement of Marketing-Mix 1.The higher degree of competition between firms will make the price more sensitive. 2.Electrical fabric firms tend to take direct-sale channel than FRP firms. 3.Both FRP & Fabric markets mainly promote through personal selling. 4.The performance of fabric firms is more sensitive to market conduct. However, FRP firms are more sensitive to marketing structure. Due to limitation on this research process conducted, some suggestions of future research are proposed to indicate a further direction for the later research.
Hashemian, Fariborz. "Structural behaviour and optimization of moment-shaped reinforced concrete beams." 2012. http://hdl.handle.net/1993/8122.
Повний текст джерела