9786202668583 - fibre reinforced polymer for structural applications de pandey, mukesh kumar; farrukh, md; faisal, nadeem (5 resultados)
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Librería: preigu, Osnabrück, Alemaniapreigu
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Taschenbuch. Condición: Neu. Fibre Reinforced Polymer For Structural Applications | Mukesh Kumar Pandey (u. a.) | Taschenbuch | 136 S. | Englisch | 2020 | LAP LAMBERT Academic Publishing | EAN 9786202668583 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de…| Anbieter: preigu.
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Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Reinforced Concrete (RC) structures are designed for a particular load-carrying capacity and they are expected to function safely during their service life. The deterioration of RC structures takes place due to several reasons such…as poor construction material, poor workmanship, overloading, etc. The appearance of cracks and deflections in RC members are the signs of distress in structures. Several strengthening methods are being adopted to extend the service life of damaged structures. Plate bonding technique using Fibre Reinforced Polymer (FRP) shows a better choice of strengthening method of RC structural elements. Hence, knowledge about the behaviour of FRP strengthened members is an essential requirement for practising engineers. This book is mainly focused on a detailed study, background, techniques and experimental investigations to evaluate the flexural behaviour of RC members strengthened with Glass Fibre Reinforced Polymer (GFRP) and Carbon Fibre Reinforced Polymer (CFRP) sheets. The uniqueness of the book is the study of GFRP and CFRP strengthened beams of varying strength in terms of load-carrying capacity. 136 pp. Englisch.
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Librería: moluna, Greven, Alemaniamoluna
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Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Pandey Mukesh KumarDr Mukesh Kumar Pandey, Professor, Department of Civil Engineering, ITM University, Gwalior, Madhya Pradesh, India.Md Farrukh, Department of Civil Engineering, Netaji Subhas Institute… of Technology, Patna, Bihar, I.
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Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000
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Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Reinforced Concrete (RC) structures are designed for a particular load-carrying capacity and they are expected to function safely during their service life. The deterioration of RC structures takes place due to several reasons such as p…oor construction material, poor workmanship, overloading, etc. The appearance of cracks and deflections in RC members are the signs of distress in structures. Several strengthening methods are being adopted to extend the service life of damaged structures. Plate bonding technique using Fibre Reinforced Polymer (FRP) shows a better choice of strengthening method of RC structural elements. Hence, knowledge about the behaviour of FRP strengthened members is an essential requirement for practising engineers. This book is mainly focused on a detailed study, background, techniques and experimental investigations to evaluate the flexural behaviour of RC members strengthened with Glass Fibre Reinforced Polymer (GFRP) and Carbon Fibre Reinforced Polymer (CFRP) sheets. The uniqueness of the book is the study of GFRP and CFRP strengthened beams of varying strength in terms of load-carrying capacity.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 136 pp. Englisch.
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Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH
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Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Reinforced Concrete (RC) structures are designed for a particular load-carrying capacity and they are expected to function safely during their service life. The deterioration of RC structures takes place due to several reasons such as po…or construction material, poor workmanship, overloading, etc. The appearance of cracks and deflections in RC members are the signs of distress in structures. Several strengthening methods are being adopted to extend the service life of damaged structures. Plate bonding technique using Fibre Reinforced Polymer (FRP) shows a better choice of strengthening method of RC structural elements. Hence, knowledge about the behaviour of FRP strengthened members is an essential requirement for practising engineers. This book is mainly focused on a detailed study, background, techniques and experimental investigations to evaluate the flexural behaviour of RC members strengthened with Glass Fibre Reinforced Polymer (GFRP) and Carbon Fibre Reinforced Polymer (CFRP) sheets. The uniqueness of the book is the study of GFRP and CFRP strengthened beams of varying strength in terms of load-carrying capacity.
