Chapter
Apr 21, 2012

Design Model for Continuous Composite Beams with Web Openings

Publication: Composite Construction in Steel and Concrete VI

Abstract

Continuous composite beams can be designed according to the plastic hinge theory. In that case in a statically indeterminate system plastic hinges are formed one after the other until a kinematic mechanism is generated (ultimate limit state). In the case of continuous beams with web openings, areas of plastic deformation can be generated in the area near the opening itself. This means that under certain circumstances local plastic moment hinges are formed in the corners of the opening. All these local hinges together result in a global plastic hinge for shear forces. Up to now the structural and deformation behaviour of such a hinge was not clarified if it acts as a global mechanism with one degree of freedom. The necessary conditions to generate such a plastic hinge for shear forces were also not clear. At Kaiserslautern a research project, that examined such beams, has been completed. Its results and a design model are described in this paper.

Get full access to this article

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to Composite Construction in Steel and Concrete VI
Composite Construction in Steel and Concrete VI
Pages: 173 - 184

History

Published online: Apr 21, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Torsten Weil [email protected]
Ed. Zueblin AG, Stuttgart, Germany.E-mail: [email protected]
Juergen Schnell [email protected]
Kaiserslautern University of Technology, Concrete Structures and Structural Design, Kaiserslautern, Germany.E-mail: [email protected]
Wolfgang Kurz [email protected]
Kaiserslautern University of Technology, Steel Structures, Kaiserslautern, Germany.E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share