Rational shear analysis for multi-cellular concrete box sections

Yohchia F. Chen, Michael J. Borzok

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In order to minimize weight and provide redundancy, multi-cellular concrete box sections are typically utilized as the deck and pier systems of medium to long span bridges. Utilization of such sections has gained popularity in bridge construction since the mid-1980s. Nevertheless, extensive cracking in the walls of multi-cellular segmental concrete bridges has been discovered historically. This highlights the importance of better understanding the behavior of such complex members. Specifically, for resisting shear in an efficient manner, an understanding of the principles and methods used to perform a shear stress analysis on multi-cellular sections is warranted. Furthermore, structural/bridge engineers often feel frustrated as the techniques for performing this analysis are not readily available in the literature. The primary objective of this article is to provide practicing engineers with a working knowledge of the subject as well as the tools necessary to perform a shear analysis of multi-cellular box sections. This paper focuses on the distribution of shear stress throughout the walls of multi-cellular boxes. A rational and simplified analytical approach for determining this distribution in prismatic multi-cellular box sections is presented and discussed.

Original languageEnglish (US)
Title of host publication3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings
PublisherPrecast Prestressed Concrete Institute
ISBN (Electronic)9780937040904
StatePublished - 2010
Event3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010 - Washington, United States
Duration: May 29 2010Jun 2 2010

Other

Other3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010
CountryUnited States
CityWashington
Period5/29/106/2/10

Fingerprint

Concretes
Shear stress
Engineers
Bridge piers
Concrete bridges
Stress analysis
Redundancy

All Science Journal Classification (ASJC) codes

  • Building and Construction
  • Civil and Structural Engineering

Cite this

Chen, Y. F., & Borzok, M. J. (2010). Rational shear analysis for multi-cellular concrete box sections. In 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings Precast Prestressed Concrete Institute.
Chen, Yohchia F. ; Borzok, Michael J. / Rational shear analysis for multi-cellular concrete box sections. 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. Precast Prestressed Concrete Institute, 2010.
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Chen, YF & Borzok, MJ 2010, Rational shear analysis for multi-cellular concrete box sections. in 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. Precast Prestressed Concrete Institute, 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010, Washington, United States, 5/29/10.

Rational shear analysis for multi-cellular concrete box sections. / Chen, Yohchia F.; Borzok, Michael J.

3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. Precast Prestressed Concrete Institute, 2010.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Chen YF, Borzok MJ. Rational shear analysis for multi-cellular concrete box sections. In 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference: Think Globally, Build Locally, Proceedings. Precast Prestressed Concrete Institute. 2010