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The Global ETD Search service is a free service for researchers
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Showing 21 to 23 of 23 (0.045 seconds)Spelling suggestions: "subject:"fibre reinforced 1plastic"" "subject:"fibre reinforced 2plastic""
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Beitrag zu hochbelasteten Krafteinleitungselementen für Faserverbundbauteile / Excerpt to heavy load force translation components for fibre composite elementsSchievenbusch, Florian 19 September 2003 (has links) (PDF)
Fibre reinforced plastics (FRP) are increasingly employed in structural parts of the automotive, aviation and aerospace as well as railway industries. For those applications a heavily loaded, as well as crash and safety relevant force translation component is developed. This Hybrid-Insert consists of SMC and a metal insert, and is based on modular assembly through standard elements. The galvanic insulation of the metal insert by the SMC provides an excellent corrosion protection. The couplingstrength of the metal insert moulded into the SMC fulfills the tensile requirements of a M10 10.9 screw fit by VDI 2230 standards. Additionally the component provides a high degree of energy absorption and a gradual failure process. / Faserverstärkte Kunststoffe (FVK) werden zunehmend in Strukturbauteilen der Automobil-,der Luft- und Raumfahrt- sowie der Schienenfahrzeugindustrie eingesetzt. Für diese Anwendungen wird ein hochbelastetes sowie crash- und sicherheitsrelevantes Krafteinleitungselement entwickelt. Dieses Hybrid-Insert, bestehend aus SMC und einem Metalleinsatz, ist modular aus Standardkomponenten aufgebaut. Die galvanische Isolation des Metalleinsatzes durch das SMC bietet für diesen einen hervorragenden Korrosionsschutz. Die Verankerungsfestigkeit des Metalleinsatzes im SMC genügt den Anforderungen einer M10 10.9 Verschraubung nach VDI 2230. Zusätzlich zeichnet sich das Krafteinleitungselement durch eine hohe Energieabsorption und ein gutmütiges Versagen aus.
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Beitrag zu hochbelasteten Krafteinleitungselementen für FaserverbundbauteileSchievenbusch, Florian 11 August 2003 (has links)
Fibre reinforced plastics (FRP) are increasingly employed in structural parts of the automotive, aviation and aerospace as well as railway industries. For those applications a heavily loaded, as well as crash and safety relevant force translation component is developed. This Hybrid-Insert consists of SMC and a metal insert, and is based on modular assembly through standard elements. The galvanic insulation of the metal insert by the SMC provides an excellent corrosion protection. The couplingstrength of the metal insert moulded into the SMC fulfills the tensile requirements of a M10 10.9 screw fit by VDI 2230 standards. Additionally the component provides a high degree of energy absorption and a gradual failure process. / Faserverstärkte Kunststoffe (FVK) werden zunehmend in Strukturbauteilen der Automobil-,der Luft- und Raumfahrt- sowie der Schienenfahrzeugindustrie eingesetzt. Für diese Anwendungen wird ein hochbelastetes sowie crash- und sicherheitsrelevantes Krafteinleitungselement entwickelt. Dieses Hybrid-Insert, bestehend aus SMC und einem Metalleinsatz, ist modular aus Standardkomponenten aufgebaut. Die galvanische Isolation des Metalleinsatzes durch das SMC bietet für diesen einen hervorragenden Korrosionsschutz. Die Verankerungsfestigkeit des Metalleinsatzes im SMC genügt den Anforderungen einer M10 10.9 Verschraubung nach VDI 2230. Zusätzlich zeichnet sich das Krafteinleitungselement durch eine hohe Energieabsorption und ein gutmütiges Versagen aus.
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Rehabilitation of Exterior RC Beam-Column Joints using Web-Bonded FRP SheetsMahini, Seyed Saeid Unknown Date (has links)
In a Reinforced Concrete (RC) building subjected to lateral loads such as earthquake and wind pressure, the beam to column joints constitute one of the critical regions, especially the exterior ones, and they must be designed and detailed to dissipate large amounts of energy without a significant loss of, strength, stiffness and ductility. This would be achieved when the beam-column joints are designed in such a way that the plastic hinges form at a distance away from the column face and the joint region remain elastic. In existing frames, an easy and practical way to implement this behaviour following the accepted design philosophy of the strong-column weak-beam concept is the use a Fibre Reinforced Plastic (FRP) retrofitting system. In the case of damaged buildings, this can be achieved through a FRP repairing system. In the experimental part of this study, seven scaled down exterior subassemblies were tested under monotonic or cyclic loads. All specimens were designed following the strong-column weak-beam principal. The three categories selected for this investigation included the FRP-repaired and FRP-retrofitted specimens under monotonic loads and FRP-retrofitted specimen under cyclic loads. All repairing/retrofitting was performed using a new technique called a web-bonded FRP system, which was developed for the first time in the current study. On the basis of test results, it was concluded that the FRP repairing/retrofitting system can restore/upgrade the integrity of the joint, keeping/upgrading its strength, stiffness and ductility, and shifting the plastic hinges from the column face toward the beam in such a way that the joint remains elastic. In the analytical part of this study, a closed-form solution was developed in order to predict the physical behaviour of the repaired/retrofitted specimens. Firstly, an analytical model was developed to calculate the ultimate moment capacity of the web-bonded FRP sections considering two failure modes, FRP rupture and tension failure, followed by an extended formulation for estimating the beam-tip displacement. Based on the analytical model and the extended formulation, failure mechanisms of the test specimens were implemented into a computer program to facilitate the calculations. All seven subassemblies were analysed using this program, and the results were found to be in good agreement with those obtained from experimental study. Design curves were also developed to be used by practicing engineers. In the numerical part of this study, all specimens were analysed by a nonlinear finite element method using ANSYS software. Numerical analysis was performed for three purposes: to calculate the first yield load of the specimens in order to manage the tests; to investigate the ability of the web-bonded FRP system to relocate the plastic hinge from the column face toward the beam; and to calibrate and confirm the results obtained from the experiments. It was concluded that numerical analysis using ANSYS could be considered as a practical tool in the design of the web-bonded FRP beam-column joints.
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