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Axially Loaded Cold Formed Steel Columns Strengthened With CFRP - Softcover

 
9783659632693: Axially Loaded Cold Formed Steel Columns Strengthened With CFRP

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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.

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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

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Sreedhar Kalavagunta
ISBN 10: 3659632694 ISBN 13: 9783659632693
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Taschenbuch. Condition: 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. Seller Inventory # 9783659632693

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Sreedhar Kalavagunta|Sivakumar Naganathan|Kamal Nasharuddin Bin Mustapha
Published by LAP LAMBERT Academic Publishing, 2014
ISBN 10: 3659632694 ISBN 13: 9783659632693
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Condition: 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. Seller Inventory # 5169811

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Published by LAP LAMBERT Academic Publishing, 2014
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Taschenbuch. Condition: 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. Seller Inventory # 9783659632693

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Taschenbuch. Condition: 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.Books on Demand GmbH, Überseering 33, 22297 Hamburg 200 pp. Englisch. Seller Inventory # 9783659632693

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Kalavagunta, Sreedhar, Naganathan, Sivakumar, Nasharuddin Bi
Published by LAP LAMBERT Academic Publishing, 2014
ISBN 10: 3659632694 ISBN 13: 9783659632693
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paperback. Condition: New. New. SHIPS FROM MULTIPLE LOCATIONS. book. Seller Inventory # D8S0-3-M-3659632694-6

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