9783848418039 - interface and beam behavior of pcm-strengthened concrete: polymer cement mortar (pcm), concrete, interface, bond strength, roughness, fracture energy, fem,debonding von zhang, dawei; ueda, tamon (5 Ergebnisse)
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Taschenbuch. Zustand: Neu. Interface and Beam Behavior of PCM-Strengthened Concrete | Polymer Cement Mortar (PCM), concrete, interface, bond strength, roughness, fracture energy, FEM,debonding | Dawei Zhang (u. a.) | Taschenbuch | 88 S. | Englisch | 2012 | LAP LAMBERT Academic Publishing | EAN 9783848418039 | Verantwortliche Per…son für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Polymer Cement Mortar (PCM) possess higher flexural and ductility, impermeability and higher adhesion with substrate concrete compared with normal cement mortars. Therefore PCM has been used widely in all kinds of anticorrosive projec…ts and as repairing materials for concrete structures and pavement. In the PCM applications, the bond between the PCM and concrete usually presents a weak link in the repaired structure. This research comprises experimental, analytical and numerical investigations of PCM-concrete bond properties subjected to static loading and fatigue loading. Various types of concrete substrates with different compressive strengths were prepared to simulate the actual bonding situation in real retrofitting fields. The concrete substrates surfaces were treated by water jet (WJ) method and the roughness was quantified with arithmetic mean value of roughness (Ra). Meanwhile, PCM overlay strengthened beams with different cross-section area of the strengthening bar were tested under monotonic flexure loading. The nonlinear FE analysis was carried out to simulate the debonding failure of PCM-strengthened beam and the debonding failure mechanism was further investigated. 88 pp. Englisch.
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Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Zhang DaweiDr Dawei Zhang s research has been focusing on the flexural and shear strengthening of RC members. Extensive experimental and numerical studies were carried out to investigate the static and fa…tigue mechanical behavior of .
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Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Polymer Cement Mortar (PCM) possess higher flexural and ductility, impermeability and higher adhesion with substrate concrete compared with normal cement mortars. Therefore PCM has been used widely in all kinds of anticorrosive projects a…nd as repairing materials for concrete structures and pavement. In the PCM applications, the bond between the PCM and concrete usually presents a weak link in the repaired structure. This research comprises experimental, analytical and numerical investigations of PCM-concrete bond properties subjected to static loading and fatigue loading. Various types of concrete substrates with different compressive strengths were prepared to simulate the actual bonding situation in real retrofitting fields. The concrete substrates surfaces were treated by water jet (WJ) method and the roughness was quantified with arithmetic mean value of roughness (Ra). Meanwhile, PCM overlay strengthened beams with different cross-section area of the strengthening bar were tested under monotonic flexure loading. The nonlinear FE analysis was carried out to simulate the debonding failure of PCM-strengthened beam and the debonding failure mechanism was further investigated.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 88 pp. Englisch.
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Polymer Cement Mortar (PCM) possess higher flexural and ductility, impermeability and higher adhesion with substrate concrete compared with normal cement mortars. Therefore PCM has been used widely in all kinds of anticorrosive projects an…d as repairing materials for concrete structures and pavement. In the PCM applications, the bond between the PCM and concrete usually presents a weak link in the repaired structure. This research comprises experimental, analytical and numerical investigations of PCM-concrete bond properties subjected to static loading and fatigue loading. Various types of concrete substrates with different compressive strengths were prepared to simulate the actual bonding situation in real retrofitting fields. The concrete substrates surfaces were treated by water jet (WJ) method and the roughness was quantified with arithmetic mean value of roughness (Ra). Meanwhile, PCM overlay strengthened beams with different cross-section area of the strengthening bar were tested under monotonic flexure loading. The nonlinear FE analysis was carried out to simulate the debonding failure of PCM-strengthened beam and the debonding failure mechanism was further investigated.
