This book presents a series of experimental and theoretical studies aimed at the development of a design guideline for CFRP strengthened CFS structures. Thin elements may buckle locally at a stress level lower than the yield stress of steel when they are subjected to compression in flexural bending and axial compression. This can be controlled to some extent by strengthening the steel members with Carbon Fiber Reinforced Polymer (CFRP) sheets to improve buckling resistance. For purpose of validation, the results based on proposed design equation from North American specification for the design of cold-formed steel structural members and Euro code for cold-formed members are compared against experimental data. It has been observed that there is significant increase in strength due to CFRP strengthening. Bond strength between CFRP and steel plates has also been studied to investigate effective bond length.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
This book presents a series of experimental and theoretical studies aimed at the development of a design guideline for CFRP strengthened CFS structures. Thin elements may buckle locally at a stress level lower than the yield stress of steel when they are subjected to compression in flexural bending and axial compression. This can be controlled to some extent by strengthening the steel members with Carbon Fiber Reinforced Polymer (CFRP) sheets to improve buckling resistance. For purpose of validation, the results based on proposed design equation from North American specification for the design of cold-formed steel structural members and Euro code for cold-formed members are compared against experimental data. It has been observed that there is significant increase in strength due to CFRP strengthening. Bond strength between CFRP and steel plates has also been studied to investigate effective bond length.
Dr. Sreedhar Kalavagunta is a Senior Research Engineer in the department of Structural Engineering, Bentley Systems, Singapore. Dr.Sivakumar Naganathan is a Associate Professor and Prof.Ir. Dr. Kamal Nasharuddin Mustapha is a Professor & Deputy Vice- Chancellor(SAAM), UNITEN, Malaysia
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
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 -This book presents a series of experimental and theoretical studies aimed at the development of a design guideline for CFRP strengthened CFS structures. Thin elements may buckle locally at a stress level lower than the yield stress of steel when they are subjected to compression in flexural bending and axial compression. This can be controlled to some extent by strengthening the steel members with Carbon Fiber Reinforced Polymer (CFRP) sheets to improve buckling resistance. For purpose of validation, the results based on proposed design equation from North American specification for the design of cold-formed steel structural members and Euro code for cold-formed members are compared against experimental data. It has been observed that there is significant increase in strength due to CFRP strengthening. Bond strength between CFRP and steel plates has also been studied to investigate effective bond length. 200 pp. Englisch. N° de réf. du vendeur 9783659632693
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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: Kalavagunta SreedharDr. Sreedhar Kalavagunta is a Senior Research Engineer in the department of Structural Engineering, Bentley Systems, Singapore. Dr.Sivakumar Naganathan is a Associate Professor and Prof.Ir. Dr. Kamal Nasharuddin M. N° de réf. du vendeur 5169811
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Axially Loaded Cold Formed Steel Columns Strengthened With CFRP | Sreedhar Kalavagunta (u. a.) | Taschenbuch | 200 S. | Englisch | 2014 | LAP LAMBERT Academic Publishing | EAN 9783659632693 | 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 104995940
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -This book presents a series of experimental and theoretical studies aimed at the development of a design guideline for CFRP strengthened CFS structures. Thin elements may buckle locally at a stress level lower than the yield stress of steel when they are subjected to compression in flexural bending and axial compression. This can be controlled to some extent by strengthening the steel members with Carbon Fiber Reinforced Polymer (CFRP) sheets to improve buckling resistance. For purpose of validation, the results based on proposed design equation from North American specification for the design of cold-formed steel structural members and Euro code for cold-formed members are compared against experimental data. It has been observed that there is significant increase in strength due to CFRP strengthening. Bond strength between CFRP and steel plates has also been studied to investigate effective bond length.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 200 pp. Englisch. N° de réf. du vendeur 9783659632693
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This book presents a series of experimental and theoretical studies aimed at the development of a design guideline for CFRP strengthened CFS structures. Thin elements may buckle locally at a stress level lower than the yield stress of steel when they are subjected to compression in flexural bending and axial compression. This can be controlled to some extent by strengthening the steel members with Carbon Fiber Reinforced Polymer (CFRP) sheets to improve buckling resistance. For purpose of validation, the results based on proposed design equation from North American specification for the design of cold-formed steel structural members and Euro code for cold-formed members are compared against experimental data. It has been observed that there is significant increase in strength due to CFRP strengthening. Bond strength between CFRP and steel plates has also been studied to investigate effective bond length. N° de réf. du vendeur 9783659632693
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Vendeur : Mispah books, Redhill, SURRE, Royaume-Uni
paperback. Etat : New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book. N° de réf. du vendeur ERICA82936596326946
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