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Published in:
Four Decades of Computing in Civil Engineering Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Flexural Capacity Accounting for SBHS500 Steel of Composite Bridge Girders

Authors : Dang Viet Duc, Yoshiaki Okui

Published in: CIGOS 2019, Innovation for Sustainable Infrastructure

Publisher: Springer Singapore

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The positive bending moment capacity of composite steel girders is examined through study employing elasto-plastic FE analyses. The web slenderness limits of section classification for homogeneous and hybrid girders with bridge high performance steel are explored. Besides, the effects of initial bending moment due to unshored construction method on the web slenderness limit are investigated. It is shown that the noncompact web slenderness limits in conventional design standards are conservative for composite sections.

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previous chapter Improved Rigid-Plastic Method for Predicting the Ultimate Strength of Concrete Walls Restrained on Three Sides
next chapter The Inadequacies of the Existing Structural Health Monitoring Systems for Cable Stayed Bridges in Vietnam
Metadata
Title
Flexural Capacity Accounting for SBHS500 Steel of Composite Bridge Girders
Authors
Dang Viet Duc
Yoshiaki Okui
Copyright Year
2020
Publisher
Springer Singapore
Book
CIGOS 2019, Innovation for Sustainable Infrastructure

Print ISBN: 978-981-15-0801-1

Electronic ISBN: 978-981-15-0802-8

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-981-15-0802-8_30