Stability and ductility of thin high strength G550 steel members and connections: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Stability and ductility of thin high strength G550 steel members and connections

Rogers, C.A. / Yang, D. / Hancock, G.J.

AbstractHigh strength cold-reduced steel is typically of stress grade G550 (550 MPa nominal yield and tensile strength) and less than 1 mm thick. The steel has been used for many years for sheeting and decking but is now being used for structural members such as roof trusses and stud walls of steel framed houses. The paper summarises a major research program on the stability and ductility of this steel which has been proceeding for several years at the University of Sydney. The paper relates the Sydney research to the work of others being undertaken around the world.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Stability and ductility of thin high strength G550 steel members and connections

Rogers, C.A. / Yang, D. / Hancock, G.J.

AbstractHigh strength cold-reduced steel is typically of stress grade G550 (550 MPa nominal yield and tensile strength) and less than 1 mm thick. The steel has been used for many years for sheeting and decking but is now being used for structural members such as roof trusses and stud walls of steel framed houses. The paper summarises a major research program on the stability and ductility of this steel which has been proceeding for several years at the University of Sydney. The paper relates the Sydney research to the work of others being undertaken around the world.

Stability and ductility of thin high strength G550 steel members and connections

Rogers, C.A. / Yang, D. / Hancock, G.J.

AbstractHigh strength cold-reduced steel is typically of stress grade G550 (550 MPa nominal yield and tensile strength) and less than 1 mm thick. The steel has been used for many years for sheeting and decking but is now being used for structural members such as roof trusses and stud walls of steel framed houses. The paper summarises a major research program on the stability and ductility of this steel which has been proceeding for several years at the University of Sydney. The paper relates the Sydney research to the work of others being undertaken around the world.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Stability and ductility of thin high strength G550 steel members and connections

Contributors:

Rogers, C.A. (author) / Yang, D. (author) / Hancock, G.J. (author)

Published in:

Thin-Walled Structures ; 41 ; 149-166

Publication date:

2002-01-01

Size:

18 pages

ISSN:

DOI:

https://doi.org/10.1016/S0263-8231(02)00084-8

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

High strength steel , Stability , Ductility , Structural members , Structural connections

Similar titles

Stability and ductility of thin high strength G550 steel members and connections

Rogers, C.A. | Online Contents | 2003

Stability of High Strength G550 Steel Compression Members

Yang, D. / Hancock, G. | British Library Conference Proceedings | 2002

Behaviour of Thin G550 Sheet Steel Bolted Connections

Rogers, C. A. / Hancock, G. J. | British Library Conference Proceedings | 1998

Ductility Measurement of Thin G550 Sheet Steels

Rogers, C. A. / Hancock, G. J. | British Library Conference Proceedings | 1998

Behaviour of Thin G550 Sheet Steel Screwed Connections

Rogers, C. A. / Hancock, G. J. | British Library Conference Proceedings | 1998