Effective Width of Integral Bent Caps in Reinforced-Concrete Box-Girder Bridges

M. A. Moustafa, K. M. Mosalam

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

Abstract

The objective of this paper is to revise the effective slab width of integral bent cap beams in reinforced concrete box-girder bridges. Currently, a conservative code-based value of 12 times the slab width plus the cap beam width is used to define the beam's top and bottom flange widths to account for the box-girder slab contribution as part of the cap beam analysis and design. A comprehensive experimental study was utilized to revise the integral bent cap beam effective slab width for more accurate design and capacity estimation. Two large-scale column-cap beam-box-girder bridge subassemblages were tested under combined vertical and lateral loading. The first specimen was tested using quasi-static cyclic loading and the second was tested using hybrid simulation earthquake loading. A strain-based approach was used to estimate the bent cap effective slab width at different loading levels. The study concluded that 12 times the slab width is a conservative estimate for the box-girder slab contribution to the bent cap stiffness and capacity, and 18 times the slab width is a more accurate representation.

Original languageEnglish (US)
Title of host publicationGeotechnical and Structural Engineering Congress 2016 - Proceedings of the Joint Geotechnical and Structural Engineering Congress 2016
EditorsC. Yoga Chandran, Marc I. Hoit
PublisherAmerican Society of Civil Engineers (ASCE)
Pages77-89
Number of pages13
ISBN (Electronic)9780784479742
DOIs
StatePublished - 2016
EventJoint Geotechnical and Structural Engineering Congress 2016 - Phoenix, United States
Duration: Feb 14 2016Feb 17 2016

Publication series

NameGeotechnical and Structural Engineering Congress 2016 - Proceedings of the Joint Geotechnical and Structural Engineering Congress 2016

Conference

ConferenceJoint Geotechnical and Structural Engineering Congress 2016
Country/TerritoryUnited States
CityPhoenix
Period2/14/162/17/16

Keywords

  • Effective slab width
  • Integral bent caps
  • Large-scale testing
  • Reinforced concrete bridges
  • Seismic performance.

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Civil and Structural Engineering

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