External post-tensioning is an attractive technique for strengthening reinforced concrete structures because of its ability to actively control stresses and deflections, speed of installation, minimum interruption for the existing structure, and ease of inspection under service conditions. However, external prestressing implies exposing the tendons to the environment outside the concrete section, which may lead to corrosion in steel tendons. Therefore, the interest in using Carbon fiber reinforced polymer (CFRP) tendons, which are corrosion resistant, has increased. The present work investigated, experimentally and theoretically, the flexural performance of reinforced concrete beams strengthened with externally post-tensioned Carbon FRP (CFRP) tendons, under fatigue loading. Fatigue experiments on five beams (160x280x3500 mm) were undertaken. Midspan –deflection, concrete, steel bar and CFRP tendons strain and cracks width were measured at different numbers of load cycles and varying fatigue loading levels during the test. Test parameters included the tendon profile and the load levels applied to the beam during the fatigue life (27%, 35%, 0.43% and 48% of their ultimate load).
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -External post-tensioning is an attractive technique for strengthening reinforced concrete structures because of its ability to actively control stresses and deflections, speed of installation, minimum interruption for the existing structure, and ease of inspection under service conditions. However, external prestressing implies exposing the tendons to the environment outside the concrete section, which may lead to corrosion in steel tendons. Therefore, the interest in using Carbon fiber reinforced polymer (CFRP) tendons, which are corrosion resistant, has increased. The present work investigated, experimentally and theoretically, the flexural performance of reinforced concrete beams strengthened with externally post-tensioned Carbon FRP (CFRP) tendons, under fatigue loading. Fatigue experiments on five beams (160x280x3500 mm) were undertaken. Midspan -deflection, concrete, steel bar and CFRP tendons strain and cracks width were measured at different numbers of load cycles and varying fatigue loading levels during the test. Test parameters included the tendon profile and the load levels applied to the beam during the fatigue life (27%, 35%, 0.43% and 48% of their ultimate load). 112 pp. Englisch. N° de réf. du vendeur 9786202092661
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - External post-tensioning is an attractive technique for strengthening reinforced concrete structures because of its ability to actively control stresses and deflections, speed of installation, minimum interruption for the existing structure, and ease of inspection under service conditions. However, external prestressing implies exposing the tendons to the environment outside the concrete section, which may lead to corrosion in steel tendons. Therefore, the interest in using Carbon fiber reinforced polymer (CFRP) tendons, which are corrosion resistant, has increased. The present work investigated, experimentally and theoretically, the flexural performance of reinforced concrete beams strengthened with externally post-tensioned Carbon FRP (CFRP) tendons, under fatigue loading. Fatigue experiments on five beams (160x280x3500 mm) were undertaken. Midspan -deflection, concrete, steel bar and CFRP tendons strain and cracks width were measured at different numbers of load cycles and varying fatigue loading levels during the test. Test parameters included the tendon profile and the load levels applied to the beam during the fatigue life (27%, 35%, 0.43% and 48% of their ultimate load). N° de réf. du vendeur 9786202092661
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Vendeur : moluna, Greven, Allemagne
Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Mohammed Mansour AhmedAbubaker M.A.M was born in Sudan ,on 27th February 1972. In 2011 earned a PhD in Bridge& Tunnel Engineering from the University of Northeast Forestry,China.Currently he is an assistant professor of Structural. N° de réf. du vendeur 385926504
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Vendeur : Revaluation Books, Exeter, Royaume-Uni
Paperback. Etat : Brand New. 112 pages. 8.66x5.91x0.26 inches. In Stock. N° de réf. du vendeur zk6202092661
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -External post-tensioning is an attractive technique for strengthening reinforced concrete structures because of its ability to actively control stresses and deflections, speed of installation, minimum interruption for the existing structure, and ease of inspection under service conditions. However, external prestressing implies exposing the tendons to the environment outside the concrete section, which may lead to corrosion in steel tendons. Therefore, the interest in using Carbon fiber reinforced polymer (CFRP) tendons, which are corrosion resistant, has increased. The present work investigated, experimentally and theoretically, the flexural performance of reinforced concrete beams strengthened with externally post-tensioned Carbon FRP (CFRP) tendons, under fatigue loading. Fatigue experiments on five beams (160x280x3500 mm) were undertaken. Midspan -deflection, concrete, steel bar and CFRP tendons strain and cracks width were measured at different numbers of load cycles and varying fatigue loading levels during the test. Test parameters included the tendon profile and the load levels applied to the beam during the fatigue life (27%, 35%, 0.43% and 48% of their ultimate load).VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 112 pp. Englisch. N° de réf. du vendeur 9786202092661
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Fatigue Flexural Behavior of Reinforced Concrete Beams | Strengthened with Externally Prestressed Carbon Fiber Reinforced Polymer(CFRP) Tendons | Mansour Ahmed Mohammed | Taschenbuch | 112 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9786202092661 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 110808791
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