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Axially Loaded Cold Formed Steel Columns Strengthened With CFRP - Tapa blanda

Kalavagunta, Sreedhar; Naganathan, Sivakumar; Nasharuddin Bin Mustapha, Kamal

 
9783659632693: Axially Loaded Cold Formed Steel Columns Strengthened With CFRP
Tapa blanda
ISBN 10: 3659632694 ISBN 13: 9783659632693
Editorial: LAP LAMBERT Academic Publishing, 2014

Sinopsis

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.

"Sinopsis" puede pertenecer a otra edición de este libro.

Reseña del editor

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.

Biografía del autor

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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Editorial
LAP LAMBERT Academic Publishing
Año de publicación
2014
Idioma
Inglés
ISBN 10 
3659632694
ISBN 13 
9783659632693
Encuadernación
Tapa blanda
Número de páginas
200
Contacto del fabricante
no disponible
Persona responsable
no disponible